HomeMy WebLinkAbout51321-Z of SouTyo`o Town of Southold
* * P.O. Box 1179
io 53095 Main Rd
CouN1r-N Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46849 Date: 02/10/2026
THIS CERTIFIES that the building SINGLE FAMILY DWELLING-NEW MODULAR
Location of Property: 1027 East Main Rd Fishers Island, NY 06390
Sec/Block/Lot: 10.-5-12.6
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/27/2024
Pursuant to which Building Permit No. 51321 and dated: 10/29/2024
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Modular single-family dwelling with front stoop as applied for.
The certificate is issued to: Fishers Island Club Inc
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0369 12/18/2025
ELECTRICAL CERTIFICATE: 51321 05/01/2025
PLUMBERS CERTIFICATION: Joel Fulton 06/11/2025
Authorized Signature
ofSO& TOWN OF SOUTHOLD
BUILDING DEPARTMENT
• TOWN CLERK'S OFFICE
c��coU�r N�
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51321 Date: 10/29/2024
Permission is hereby granted to:
Fishers Island Club Inc
PO BOX 605
Fishers Island, NY 06390
To:
construct single-family dwelling as applied for per SCHD approval.
Premises Located at:
TBD, Fishers Island, NY 06390
SCTIVI# 10.-5-12.6
Pursuant to application dated 06/27/2024 and approved by the Building Inspector.
To expire on 10/29/2026.
Contractors:
Required Inspections:
DRAINAGE, FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING , PLUMBING ,
ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION , ELECTRICAL-FINAL, INSULATION, FIRE SAFETY
INSPECTION , FIRE RESISTANT CONSTRUCTION , FINAL,
Fees:
Single Family Dwelling-NEW $2,612.00
CO Single Family Dwelling-New $100.00
Total $2,712.00
kullding Inspector
so�Tyol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G • OQ
Southold,NY 1 1971-0959 �0
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Fishers Island Club Inc.
Address: 1027 E.Main Rd City: Fishers Island St: NY Zip: 06390
Building Permit#: 51321 Section: 10 Block: 5 Lot: 12.6
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: FI Club License No:
SITE DETAILS
Office Use Only
Indoor W Basement r Service Solar F
Outdoor ry 1st Floor Wo Pool r Spa (—
Renovation r- 2nd Floor (— Hot Tub F Generator (—
Survey rill
Attic "r" Garage rl Battery Storage (—
INVENTORY
Service 1 ph F7, Heat Duplec Recpt 3 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph F Hot Water 30A(2) GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors 5
Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 5
Transfer Switch UC Lights Dryer Recpt - Emergency Strobe Heat Detectors
Disconnect Switches 5 4'LED 7 Exit Fixtures
Other Equipment: 200A Panel 54 Circuit/ 54 Used
Notes: Modular; Service, Basement, Smokes
Inspector Signature: X Date: May 1, 2025
Sean Devlin
Electrical Inspector sean.devlinO-town.southold.nv.us
1027EMainModular
o�g�fFO1,��oG '
Town Hall Annex �� .y Telephone(631)765-1802
54375 Main Road a
P.O.Box 1179
Southold,NY 11971-0959
•
BUILDING DEPARTMENT
TOWN OF SOUTHOLD ' JAN 1 3 2n
CERTIFICATION xl,
Date:_
Building Permit No.
Owner: I'b'S Lr e
(Please print)
Plumber: r v L ym-.)
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%lead.
lamb Signature)
Sworn to before me this //��
day of 20-Z5
Notary Public, County GT
r
a SOUIyo�
yj 3y
l # # TOWN OF SOUTHOLD BUILDING DEPT.
�yco 631.765-1802
INSPECTION
[Vj FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATIO [ ] PRE C/O [ ] RENTAL
REMARKS:
of
l
DATE INSPECTOR
OF SOUTy��
# TOWN OF-SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[. F NDATION .1ST/ REBAR [ ] ROUGH PLBG.
[ FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE Od 3� �-�� INSPECTOR
o,*OF SO(/T�°!
0
TOWN OF SOUTHOLD BUILDING DEPT.
cou �, 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
Af
DATE INSPECTOR
so
II �2 * TOWN OF SOUTHOLD BUILDING DEPT.
i'oom,�'' 631-765-1802
. INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
] FRAMING/STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: /tee
Chi
Z5_0'�- oe �
oor
00,
DATE INSPECTOR2�_
Of 50UlyO� 5 P ' ---
# # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] COD VIOL9!'y-l-fuool
PRE . RENT Gbh
REMARKS: �• Sj -
- 0 fn d
r jw - ft -
CA I I ArwpftfA �--Ce
1're deAd Q H/
sjA
i P
V/0
i
( �t�'o�
DATE D INSPECTOR
�o�Of SOGTyIo
# # TOWN OF SOUTHOLD BOIL ING DEPT.
`ycourm, 765-1802
INSPECTION
[ ] FOUNDATION-1 ST [ ] ROUGH PLBG.
[ .] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O Q,
REMARKS: CL
O�
DATE 5 //'2-'S INSPECTOR
OE SOUIyo�
* TOWN OF SOUTHOLD BUILDING. DEPT.
cooMv, 631-765-1802
INSPECTION
[. ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [. ] I ULATION/CAULKING
[ ] FRAMING /.STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL
REMA KS: �k; A
v �• -�C�
1
DATE INSPECTOR
Tesfing Sheet
Rater: 1 -
Date Of Test:
y•e
SFSE: Total F-leeted SPa Volume:
Source of Area and Volume Caiculabons:
Bbi er Door Test
j r0 cS: -
pa i rah ;
Date s flutsida � Rirc9 Pressure �CH�i} ;�,�SS1r�lE ' G i s, Ct�
Duct Brasier a esi
,Zkar Haraetrr LocaLo��':
i+}oor Ser'ed'
Ise S6tFf—^.d: Rough in�r Posti✓t3�?�s"LE�£[Qt?:
- — NOTES:
i of Or Fan _ Ya.sor t
Date
Pressure
' Fart Flay°
Ring Pressure �r'�-eaksce Fa i1
Outside
Qux
Air l- andigr i ocaton--
Gr$cServed: Rough in or Post ConsrtuCion_
Fan - _ — NO f ES:
i Dial or Foil
' Date
Ring ;Pressure 'FaslF�Gti1 t°r5 Leakage
iE S
a -
- r
FISHERS ISLAND WATER WORKS CORPORATION
P.O. Box 604
Fishers Island, New York 06390
631-788-7251
May 23, 2025
To Whom it may Concern:
This letter is to indicate that the Fishers Island Water Works Corporation is the certified provider of
public drinking water on Fishers Island, New York. It is recognized by the New York Department of
Health (Public Water System ID#5103294) as the sole local provider of this resource to all individuals
that reside on or visit the island.
To that end, specifically regarding the property located at SCTM#1000-10.-5-12.13, all hydrants are
operational and approved for use by the Suffolk County Department of Health. Hydrant 156 will provide
1000gpm of fire protection to the house located on SCTM#1000-10.-5-12.6. Hydrant 157 will provide
1000gpm of fire protection to the house located on SCTM#1000-10.-5-12.5. Hydrant 73 will provide
1200gpm of fire protection to the house located on SCTM#1000-10.-5-12.21.
Please contact me if you have any further questions concerning this topic.
Sincerely,
6 I�2
Chad Mrowka
Fishers Island Water Works Superintendent
NYSDOH Operator Certification Number: NY004345
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May 22, 2025
David J. Cugini, CCM
General Manager
Fishers Island Club
20449 East Main Road
Fishers Island, NY 06390
RE: FI Club Lots 12.6 & 12.6
Tax Map: 1000010000600012600 & 1000010000500012600
Emergency Vehicle Access
Dave,
In regard to the load carrying capacity of the constructed gravel driveway providing residential
and emergency vehicle access to the two referenced, recently developed, properties owned by
the Fishers Island Club, CHA offers the following.
The designed cross section of the gravel driveway included 8-inches of'compacted gravel
subbase, and the constructed driveway appears to be consistent with this design. Pursuant to
Table 3, in Appendix A, of the Gravel Roads Construction and Maintenance Guide (August
2015), published by the Federal Highway Administration (FHWA), roadways with a 6.5-inch
thick cross section are capable of carrying up to 5 "Heavy Trucks" per day, even with low
subgrade support. FHWA defines a Heavy Truck as a legal limit load, which is set at an overall
gross vehicle weight(GVW) of 80,000 pounds, with a single axle load limit of 20,000 pounds,
and a tandem axle load limit of 34,000 pounds. The Fishers Island Fire Department's reported
GVW of 75,000 pounds for their largest apparatus would be within these limits. Therefore, it is
CHA's opinion that the constructed gravel driveway will provide adequate support for
emergency vehicle access to the two properties.
Please contact me (pparent(a_chasolutions.com, 860-885-1052) if you have any questions.
Thank You,
4Pte�L-P�arent,-O-E
Project Manager
400 Capital Boulevard, Suite 301 Rocky Hill,CT 06067 1 T. (860)257-4557 F: (860)257-7514
CHASOLUTIONS.COM
I
A4 • IIXA: Construction Guidelines
Table 3: Thickness Design Guidance for New or Reconstructed Rural Roads.
This table is a good guide for determining gravel layer thickness by considering
subgrade support condition and projected daily volume of heavy trucks.
Estimated Daily)Number of Subgrade Support Suggested Minimum Gravel
Heavy Trucks Gondifion Layer Thickness,mm in.
Low 165(6.5)
0-5 Medium 940(5.5)
High 995(4.5)
Low 2?5(8.5)
5-10 Medium ?80(7.0)
High 140(5.5)
Low 290(11.5)
10-25 Medium 230(9.0)
High '180(7.0)
Lour 370(14.5)
25-50 Medium 290(11.6)
High 2'15(8.5)
Surface gravel should meet a specification for its purpose which is to carry traffic and
remain reasonably stable in wet or dry,,conditions. Many States do not have surface
gravel (aggregate) specifications. The agency needs to work with suppliers to get
suitable material for surfacing.
It must be acknowledged that gravel surfaces will never perform like pavements. Some
loose aggregate, rutting and some corrugation may form in the best gravel when exposed to
heavy traffic and prolonged wet or dry conditions. Use the best material that can be obtained
to improve gravel road performance.
Table 4: Surface Aggregate Sample Specifications
Annual precipitation > 20 inches < 20 inches
Sieve Percent Passing Percent Passing
1" (25.0 mm) 100
3/4" (19.0 mm) 100
No. 4 (4.75 mm) 45- 70 50 - 78
No. 8 (2.36 mm) 27 -55 37 - 67
No. 40 (425 mm) 10. 28 13 - 35
No. 200 (75 mm) 3.0- 12.0 8.0- 15.0
Liquid Limit Max 25 30
Plasticity Index 3 - 10 8- 15
TIES FOR SEPTIC SYSTEM M LOT 125 /N
MFROMPOINT FROM POINT'B' FROM POINT'C' DESCRIPTIONw 7rKm ET w rA•I ma JAMES AL&D E M.BAKER ¢1r wTANK3ZioralSINGLE FAYLLY RESIDENCE C n tao�real tm YUNICIPx WATER h ON-SITE SEPTIC
N/F
r 1IADM0 Purl mm1 SARAH C.TREYAINE �E 1r REAow PDa mIu APPROV D SINGLE FAMILY RESIDENCE
,r Y oW tNu WITH MUNICIPAL MUTER a ON-SNE SEPTIC
•A�=W E y (CURRENRY VACANT) �E
II 1 ■y �
SURVEY
• �•t % PREPARED FM
FISHERS ISRAND CLUB.INC.
4 em 7nvmt AIrA �+iwi
_ 1098 EASE MAIN ROAD
N/F �) I LOT 125 FEHERS 6lAND.NEW MORN
FISHERS ISLAND 1DvariTAa'PcnS N/F LOCATION MAP SCALE 1'=400'
DEVELOPMENT CORP. FISHERS ISLAND CLUB INC. Tt
SINGLE FAMILY RESIDENCE I e AREA- 3 01 SF Y�L�
(MUNICIPAL WATER a ON-SITE A
E SEPTIC) I w,zxa TAa
I 7 O 1. SUNVET YAP PROPERT ro rN11LrFn 10 1001N1 O'pIT
E NOTES,
BU=M-U7 13.FOUiS SLAM I YOK 6RE•
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e
1. PROPOSED ICf lNE 04 EM P MENT CORP.TON WUFA C.I }y G a&Y•UN01i S=M r A NEW YCIK OATS
a{] �P E 1 �FO— §HENRY L FERI�MUSEUM.INC. o�ta/moe,s -1'-m'.m ore dcrmac,wo
BLOCK H LOT 7 AIRYfl9VG.a ARCMIECDRE.PUG
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1. M SWkVEY•AS PREPARED FCR TH PARTIES AND PURPOSE OF NEW YO
PRiPOSED AAam TO TO�!RE CLOT TIIE U ETH 9NYE1'DR D v
/ s r`s•: //�//�� �I.,r s evw`m',r ERrgDs TW SMPE OF M ENDNFMMIT.
i
2PERSOK R 6 A MOUTON K UNDER E:RAVE mUCATIW Ur TOR ED
LANDS VE%0k ACING RAN1ME IN ANY
OF A llml5ro
I � wm AIRYEY01,ro ALTER AN IEE11 RR ANY tax �tim oe,RTA
Vi 1 SURVEYW�S
I SUTURE
UU T16 9AM1EY YAEeQ:O rTN THE RAND uND`'A [Fr//// �R PRODUCT OF THE LAND
smE�T6l��OR DN Six
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RDEAor•.ia PODS 10N 6 y
I `L'III e FISHERS STAND CLUB INC///// AREA m 117.7663 SF
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w -7 TSAR( 2931 AC •
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j PRIVATE ROAD
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TIES FOR SEPTIC SYSTEM —LOT 12.6
N/F TO POINT FROM POINT'A' FROM POINT'B' FROM POINT'C'FISHERS ISLAND FROM POINT'0' DESCRIPTION
/ A
LEGFbQ j `eRo s w CNAE DEVELOPMENT CORP, t r Ls Ra*NA N r mw SEPTIC A"UILTS
RESIDENTIAL E mr ,aS w TAN,emu
(MUNICIPAL WATER a ON-SHE SEPTIC) a aY 2w w m—a F
OF QrASL 1 \ 4 SY 3Lr DSITJ.RObI NM
ORloa•R.v %F FISHERS ISLAND
a a• a 1G4M Im o7.0 rxsiim ar Dyer ONmG RfJ
taAor tvEr o DEVELOPMENT CDRP. 7 s ssr 1Lb•TP 1Ta LLIG es�em�: P�qN N.: scar.
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41
��o4��uFFoc,r�oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT
N Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only �1.; 11A, r�024
i �UIV L
PERMIT NO. �I f Building Inspector:
Applications and forms must be filled out in their entirety. Incomplete.:: ' -gouvy�ail o0
'applications will not be accepted. Where the Applicant is not--the owner,an
Owner's Authorization.form(Page 2)shall be completed.
Date:6-24-24
OWNER(S)OF PROPERTY:
Name:Fishers Island Club SCTM# 1000-10-5-12.6
Project Address:East End Rd Fishers Island
Phone#:631-788-7225 Email:dcuqini@ficlub.net
Mailing Address:20449 East Main Rd Fishers Island NY 06390
CONTACT.PERSON: .
Name:Scott Anderson
Mailing Address:128 Boston Post Rd East Lyme CT 06333 _
Phone#:g60-739-6913 Email:sanderson@ctvalleyhomes.,com
DESIGN PROFESSIONAL INFORMATION:
Name:Ct Valley.Homes__
Mailing Address:128 Boston Post Rd East Lyme CT ___
Phone#:860-739 6913 Email:sanderson@ctvalleyhomes.com mm
CONTRACTOR INFORMATION:` -
Name:Ct Valley Homes
Mailing Address:128 Boston Post Rd East Lyme CT 06333
Phone#:860-739-6913 Email:sanderson@ctvalleyhomes.com 4 _
DESCRIPTION OF PROPOSED CONSTRUCTION
WNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $800,000
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes *No
1
PROP.Efdri NtORM ATiON
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? OYes'*XNo IF YES,PROVIDE A COPY.
1pcwb
eik Bog Aftdi Readtn�: irl:eawner/contrecti�F/d Pig1(esatoi a!'t; tbteto�aUdrebiege'andstorm.+ tu►�esaspn4vtdeilbll:.
Qftlie*Wla ib '.AMUCA710NISHHiE9YiVlADEL #he:BWtdCttg•De tiiienttatthe(sSuerioaofaBuEWtng.Pemlftpurat ttio�heBuRd 3gtce
ONhie e'oftho7oikn ois6utlrtAtd sutfglk countYi New Yankand ppltw@ tents,OrdMenaes or.Kegitlattot�.forthecae:tiir�ai of f.
eddiaom,aTDaratlans:aFl�or retiw+sal or demoiidon as hem desadbed.tftaap resatt es`m.conipiy WMa OpPiicebfe lerr#■ar�nbes,b ooi;6
hou9nS wde veguW6r,9 and to%ft Fteud=*-ed ...01 prein{ses a id Cn buUdtnB(s)fa nscoessa�i res edtaais.False oteteit�erits mane tearefeare
pimbloketaClaasAn orpufmnttoSeetion2lDASoftheuewyotltgawveimLLow.
Application Submitted By(print name-7y: \ ��Njt(� J �'L,�'j(&J( authorized Agent 130wner
Signature of Applican . Date: 0(p 19�f
STATE OF NEW YORK)
SS:
COUNTY OF gseO b[Alf
�QNJ ( (--�) —�__,_ j being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing
++contract)above named,
1(S)he is the :71a� LUZALo U14-:4694(45P�
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
�ay of 201— _ a6=1`.46
otahy Publi �
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner) ~' ,
I residing at
do hereby authorize to apply'on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
BUILDING DEPARTMENT-Electrical Inspector
� ,y�� FFOLk•• -
TOWN OF SOUTHOLD
!A NOV 1 9 2025' oL Town Hall Annex-54375 Main Road -PO Box 1179
Southold, New York 11971-0959
B,+3tri��g � �►� ,yy + `� Telephone (631)765-1802
:APPLIGA-T,ION.FOR ELECTRICAL INSPECTI':ON
ELECTRICIAN:INFORMATION (All information Required) Date: !c :
Company Name:,.._
Electrician's Name:
License No.: y�]Rg ,/h Elec. email: g
Elec. Phone No: g '� ®1 request.an email copy of Certific d e Compliance
_ -
Ele� Address: D #0�0dgg, AJ ..a.D
JOB SITE INFORMATION (All Information Required)
Narne: S
Address;
Cross Street:.
Phone No.:
Bld Permit#:., email:
% -fj - (, _
Tax.Map:Distriet: 1000 Section:; p. Block Lot: ,
BRIEF DESCRIPTION QF WORK,"INCLUDE'SQUARE FOOTAGE (Please Print Clearly}'
/V' �r✓rc..e
e � ��
Ti
S uare Footage;,:
Circle AII'That Apply:
Is job ready for inspection?: YES Q NO [],Rough In Z:Final
Do you need a Temp Certificate?; YES��NO Issued On
,
Temp Information' (All information required)
/ Service Size. 1 Pf,I_ ,3 Ph Size Zo a A #Meters. Old Meter#
New Service0 Fire Reconne ❑Flood Reconnect[]Service ReconnectGa nderground Overhead
Underground,Laterals 1 2 ;H Frame Pole Work done.on.Service?,
. .. .-
Add itional'I nform ation
PAYMENT.DUE WITH.APPLICATION,
BUILDING DEPARTMENT- Electrical Inspector
O G ; TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
o - �� Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
'r LameshCcD-southoldtownny qov— seandCcDsoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name:
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: (J
Address:
Cross Street:
Phone No.:
BIdg.Permit#: ,j/ email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: ❑ YES❑ NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES❑ NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service[—]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 F2 M H Frame 0 Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
PERMIT# Address:
Switches
Outlets �e
GFI's
Surface
Sconces
H H's f)
UC Lts Fridge HW POOL
Fans Mini Fr. W/D Panel
Pump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
Inst Hot DeHum Transfer HOT TUB/SPA
Disc
Combo-�'' Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Havesy Used
2
Sub Amps Have Used
Comments
1 1�
Scott A. Russell a°$ '� 99COIR.M WATIER
SUPERVISOR MANAGEMENT
SOUMOLD TOWN HAU-P.0.Box 1179 � Town o,('Southold
93M Main Road-SOUTHOLD,NEW YOAK 11M
CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM
(APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT
ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER.)
APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other)
NAME: 5 10„i r kt&b Date:
�tatuN
Contact Information: " Z6-�
tE-Mu16 TdrPb0"HunAed
Property Address / Location of Construction Site:
� oit aA R_A ,,,crs�" lay.� S.C.T.M. #. 1000
District
10 s 1z-6
Section Block Lot
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- Area of Disturbance is less than I Acre. No S.P.D.E.S.1'ermit is.Reuuii•ed I
Project does Not Discharge to Waters of the State. No S.P.D.ES.Peritilt is RMtiired!
0- Area of Disturbance is Greater than I Aire&Storm-water Runoff Discharges Directly
to Waters of the State of New York. THE APPLICANT 1v1U.ST OBTAIN a S.P.D.E.S.Permit.
DIRECTLY From N.Y.S. D.E.C.Prior to Issuance of a BuildingP ermit.
- Area of Disturbance is Greater than 1 Acre&Storm-water Runof f Flows Through Southold
Towns M84 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN
a SP D E S Permit throvah the Southold Town Engineering Degaftment
Prior to Issuannci of a BuilditiA Permit,
Reviewed By. � Date R
A?
F(1RM d CMf D-Tf1C f1rM}+rr?(114
PeCe; ved 1 , /07y
1 �5
CC#: C24-47371
COUNTY CLERK'S OFFICE
STATE OF NEW YORK
COUNTY OF SUFFOLK
The Clerk of the County of Suffolk and the Court of Record thereof do
hereby certify that I have compared the annexed with the original
EASEMENT
recorded in my office on 10/08/2024 under Liber D00013267 and Page 498 and,
that the same is a true copy thereof, and of the whole of such original.
In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County
and Court this 10/08/2024
SUFFOLK COUNTY CLERK
0
VINCENT PULEO
SEAL
Illllllllllllllllllllllllllllllllllllllllllllllllllllli
Llllll IIIII 11111 Illl(III
SUFFOLK COUNTY CLERIC
RECORDS OFFICE
RECORDING PAGE
Type of Instrument: EASEMENT Recorded: 10/08/2024
Number of Pages: 6 At: 02 :41:58 PM
Receipt Number : 24-0124968
TRANSFER TAX NUMBER: 24-08135 LIBER: D00013267
PAGE: 498
District: Section: Block: Lot:
1000 010.00 05.00 012 .005
EXAMINED AND CHARGED AS FOLLOWS
Deed Amount: $0 .00
Received the Following Fees For Above Instrument
Exempt ExemF
Page/Filing $30.00 NO Handling $20. 00 NO
COE $5 .00 NO NYS SRCHG $15. 00 NO
TP-584 $10 .00 NO Notation $0 .00 NO
Cert.Copies $5.20 NO RPT $60.0.00 NO
Transfer tax $0.00 NO Comm.Pres $0 .00 NO
Comm.Pres Fund $0.00 NO Comm.Housing Fund $0.00 NO
Fees Paid $685.20
TRANSFER TAX NUMBER: 24.-08135
THIS PAGE IS A PART OF THE INSTRUMENT
THIS IS NOT A BILL
VINCENT PULEO
County Clerk, Suffolk County
uu
RECORDED
024 Oct 00 02:41c5e PM
� ,'j7fpages VINCENT PULED
- CLERK OF
SUFFOLK COUNTY
ThiS Will I.+E; rjill:)Gr: L D00013267
;record. rE,nu»n; ::.I! 5 498
i 0cial f;C—Writy Nt.n DT# 24-08135
f�rior tr) rr cr�rdin��;.
Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps
3 FEES
Page/Filing Fee /yjt7 Mortgage Amt.
1.Basic Tax
Handling 20. 00 2. Additional Tax
TP-584 (7 Sub Total
Notation
Spec./Assit.
or
EA-5217(County) Sub Total D Spec./Add.
EA-5217(State) TOT.MTG.TAX
R.P.T.S.A. Dual Town Dual County _
Held for Appointment
Comm.of Ed. 5. 00 Transfer Tax
Affidavit 4�igp.o
Mansion Tax
Certified Copy JF The property covered by this mortgage is
or will be improved by a one or two
NYS 15. 00 Surcharge / family dwelling only.
9 Sub Total 'J �'�Z� YES or NO
Other
Grand Total C^. If NO,see appropriate tax cla se on
page# of this instrumqxt.
4 Dist.1000 saosii7
S 5 Community Preservation Fund
Real Property R Mc A IIIII'I�II'I'II"III Consideration Amount$
Tax Service aaocr.
Agency CPF Tax Due $
Verification
Improved
6 Satisfactions/Discharges/Releases List Property Owners—Mailing Address
RECORD&RETURN TO: Vacant Land
FINNEGAN LAW, P.C. TD
Martin D. Finnegan, Esq.
PO Box 1452 TD
13250 Main Road
Mattituck, NY 11952 TD
Mail to: Vincent Puleo,Suffolk County Clerk 7 Title Company Information
310 Center Drive, Riverhead, NY 11901 Co.Name
www.suffolkcountyny.gov/clerk Title#
8 Suffolk County Recording & Endorsement Page
This page forms part of the attached GRANT OF ACCESS EASEMENT made
by: (SPECIFYTYPE OF INSTRUMENT)
FISHERS ISLAND DEVELOPMENT CORP. The premises herein is situated in
SUFFOLK COUNTY, NEW YORK.
TO In the TOWN of SOUTHOLD
FISHERS ISLAND CLUB,INC. IntheVILLAGE
or HAMLET of FISHERS ISLAND
BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING.
over
T
RPRA A
Stat ID: 5405117 08-0CT-24
Tax Maps
District Secton Block Lot School District
1000 01000 0500 012005 FISHERS ISLAND
1000 01000 0500 012006 FISHERS ISLAND
1000 01000 0500 012021
GRANT OF ACCESS EASEMENT
THIS INDENTURE made as of the 4"day of October,2024,by and between FISHERS �(�v�9 ISLAND DEVELOPMENT CORPORATION.,a New York Corporation with an address of P.
Box 604,Fishers Island,New York 06390,(hereinafter referred to as"Grantor")and FISHERS Ina,
ISLAND CLUB,INC.,a New York Corporation with an address of P�.Box 605,Fishers led
Island,NY 06390,(hereinafter referred to as"Grantee"). ( Ap/. -ton-?ll-al A,,e)
WHEREAS,Grantor owns certain lands situate on Fishers Island,NY 06390,Suffolk
County Tax Map number 1000-0 10.00-05.00-012.02 1,known and designated as Lot 44-8,Lot
44-9,Lot 44-10,Lot 44-11 and Lot 44-12 on page 2 of 2 of a certain map filed in the Suffolk
County Clerk's Office on September 25, 1991 as Map No.Miscellaneous A-421 (hereinafter
referred to as"Grantor's Property");and
WHEREAS,Grantee owns certain lands situate on Fishers Island,NY 06390,Suffolk
County Tax Map numbers 1000-010.00-05.00-012.005 and 012.006,more fully described on
Schedule A annexed hereto and made a part hereof(hereinafter referred to as"Grantee's
Property");and
WHEREAS,Grantor,for good and valuable consideration,is desirous of conveying an
Easement to Grantees over a portion of Grantor's Property so that Grantees can access Grantor's
Property from East End Road to Grantee's Property.
WITNESSETH
1. Grantor does hereby grant,transfer,bargain,sell and convey unto Grantee,in perpetuity,
an Easement over,under,and upon Grantor's Property,of the nature,character,and to the
extent hereinafter set forth,such Easement being located along the southerly boundary
line of Grantor's Property and as is more fully described on Schedule B attached hereto
and made a part hereof(hereinafter referred to as the"Easement Area").
2. The nature,character and extent of the Easement hereby granted is as follows:
a. Grantee shall have the nonexclusive right for pedestrian and vehicular traffic to
traverse said Easement Area from East End Road to Grantee's Property.
b. Grantee's rights shall include the right to repair and maintain the existing drive
from the East End Road to Grantee's Property.
c. The location of the Easement Area described in Schedule B shall not be
changed without the consent of both parties.
1
d. Any and all costs associated with the use of said Easement,including the
repair and maintenance of the existing drive,shall be borne by Grantee.
e. Each party agree to indemnify,save and hold the other party harmless against
any and all claims for property damage and/or personal injury arising out of
the use and enjoyment of said Easement by the indemnifying party,its heirs,
successors and assigns,invitees and trespassers to the extent not covered by
insurance.
3. This Agreement and the Easement granted hereby shall inure to the benefit of,and
bind,the parties,their heirs,successors,legal representatives and/or assigns,and shall
run with the land in perpetuity.
IN WITNESS WHEREOF,Grantor and Grantee have executed this Grant of Access
Easement as of the day and year first above written.
FISHERS ISLAND D VELOPMENT CORPORATION
By.
Printe -0.qhristoplfer Finan
Title:64adal Manager
FISHERS ISL)N CLUB,INC.
Printed:David J.Cugi
Title:General Mana e
2
G
State of New York )
):ss..
County of Suffolk /)
On the 2 day of �/ ,in the year 2024,before me,the undersigned,personally
appeared J. CHRISTOPHER FINAN,personally known to me or proved to me on the basis of
satisfactory evidence to be the person w ose name is subscribed to the within instrument and
acknowledged to me that she/he/they executed the same in her/his/their capacity, and that by
her/his/their signature on the instrument,the person or the entity upon behalf of which the person
acted,executed the instrument.
os-7-l•
Notary Pedic ,401#Ltp2Z2-3 F3
State of New York )
):ss.:
County of Suffolk )
On the day of ,in the year 2024,before me,the undersigned,personally
appeared DAVID J.CUGINI,personally known to me or proved to me on the basis of satisfactory
evidence to be the person whose name is subscribed to the within instrument and acknowledged
to me that she/he/they executed the same in her/his/their capacity, and that by her/his/their
signature on the instrument, the person or the entity upon behalf of which the person acted,
executed the instrument.
Notary Public"J 2&25-k F
�fIR 11 e rv)
3
SCHEDULE A
ALL those two certain pieces or parcels of land with the improvements thereon,located at Fishers Island,in
the Town of Southold,Suffolk County,State of New York,being bounded and described as follows:
PARCEL 1(LOT 12.5)
BEGINNING at the monument on the northeasterly line of an unimproved road,sold monument being located
1521.55 North of a point which is 1898.35 feet East of a monument marking the United States Coast and
Geodetic Survey Triangulation Station"PROS",arid;
RUNNING THENCE northwestwardly along said road line following the are of a curve to the left having a radius
of 4608.54 feet and the direction of which radius at that point is South 46 degrees 48 minutes 35 seconds
West for a distance of 140.00 feet to a point;
THENCE North 44 degrees 55 minutes 51 seconds West,99.39 feet along said road line to an I ron pin;
THENCE North 47 degrees 38 minutes 00 seconds East,176.23 feet to a monument;
THENCE North68 degrees 29 minutes 00 seconds East.175.45 fee to an Iron pipe;
THENCE North 69 degrees 43 minutes 00 seconds East,102.50 feet to monument;
THENCE South 43 degrees 45 minutes 36 seconds East,162.00 feet to a point;
THENCE South 50 degrees 47 minutes 08 seconds West,431.18 feet to the monument on the said
northeasterly line of said unimproved road at the point or BEGINNING.
PARCEL 2(LOT 12.6)
BEGINNING at a monument on the northeasterly line of an unimproved road,said monument being located
1521.55feet North of a point which is 1898.35 feet East of a monument marking the United States Coast and
Geodetic Survey Triangulation Station"PROS"and;
RUNNING THENCE North 50 degrees 47 minutes 09 seconds East,431.18 feet to a point;'
THENCE South 43 degrees 45 minutes 36 seconds East,268.00 fee to a point;
THENCE South 44 degrees 02 minutes 23 seconds West,444.40 feet to an iron pin an the said northeasterly
line of said unimproved road;
THENCE northwardly along said road line following the arc of a curve to the left having a radius of 4608.54 feet
for a distance of 319.62 feet to the monument to the point or place of BEGINNING.
SCHEDULE 8
All that certain tract or parcel of land located on the Northwesterly side of East Main Road,
lying and being at Fishers Island,Town of Southold,County of Suffolk and State of New York
being more particularly bounded and described as follows:
BEGINNING at a point in the Northwesterly line of East Main Road which point is located
2177.37 feet South of a point which is 3038.80 feet West of a monument marking the United
States Coast and Geodetic Survey Triangulation Station"PROS";and
Thence running along said Northwesterly line of East Main Road following an arc of a curve to
the left having a radius of 400.00 feet and the direction of whose radius at that point is South
45"59'16"East,a distance of 94.43 feet to a point;
Thence continuing along said Northwesterly line of East Main Road South 30"28'33"West
27.94 feet to a point;
Thence North 43'13'00"W 155.00 feet to a point,said point being at the beginning of an arc
of a curve to the left having a radius of 350.00 feet and the direction of whose radius at that
point is South 46"47'00"West;
Thence Northwesterly following said arc of the curve to the left 171.04 feet to a point,said
point being at the beginning of an arc of a curve to the right having a radius of 220.00 feet and
the direction of whose radius at that point is North 18"47'00"East;
Thence Northwesterly following said arc of the curve to the right 122.87 feet to a point,the last
three lines abutting Southwesterly,Southerly and Southwesterly on land now or formerly of the
Fishers Island Development Corp.being a private right of way;
Thence North 44"02'23"East 66.26 feet to a point,the last line abutting Northwesterly on land
now or formerly of the Fishers Island Club,Inc.;
Thence South 44"43'04"East 98.00 feet to a point;
Thence South 56'37'37"East 134.00 feet to a point;
Thence South 67°39'40"East 208.00 feet to the point of BEGINNING,the last three lines
passing through land now or formerly of the Fishers Island Development Corp.
t
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Island,Fishers NY 06390
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SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES LOCATION MAP SCALE 1-400'
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PREPARED FORFlSHERS ISLAND CLUB, INC.
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SHERS ISLAND LEACHING POOLSLOPMENT CORP. FlSHERS ISLAND CLUB INC.FAMILY RESIDENCE I 9 5 AREA = 95,370t SFATER& ON-SITE SEPTIC) I FUJ CEN-7 TANK 2.19t AC S
I 7 SURVEY MAP PROPERTY TO BE CONVEYED TO MICHAEL OBEY N
3 OYES,BLOCK 44-LOT 13,FISHERS ISLAND,NEW PORK,DATE
2
3z07' 02/07/2005,SCALE: 1•-40',BY CME ENGINEERING,LAND
6 SURVEYING&ARCHITECTURE,PLUG
PROPOSED2. LOT LINE
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u &DIANNE M.BAKER.BLACK 44,FISHERS ISLAND,NEW YORK,DATE:
eL EXISTING FOUNDATION N/F 02/19/2008.SCALE: 1•=60',BY CUE ENGINEERING,LAND
LOCATED 2/5/2 025 1; HENRY L. FERGUSON MUSEUM, INC.
m SURVEYING.&ARCHITECTURE PLLC
C BLOCK 44 LOT 7
s3.r (PORTION)
VACANT LAND OF NE14,
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OF THE USE BEYOND THE �V 'j-
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n
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I
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LEACHING POOLS N/F
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4 FUJI CEN-7 TANK 2.93t AC f
DI 1 7 2 PROJECT LOCATION:
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EXISTING FOUNDATION
LOCATED 2/5/2025
8
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9 LEGEND 1 `BRICK 5 RUCNRE DEVELOPMENT CORP.
PROPERTY LINE '4'1 RESIDENTIAL 2 20.5' 1&5' FUJI TANK COVER
ABUTTERS LINE -- \ (MUNICIPAL WATER & ON-SITE SEPTIC) 3 23' 20.5' FUJI TANK OUTLET COVER
EDGE OF PAVEMENT ;• ,1, 1 4 32' 29S, DISTRIBUTION BOX
EDGE OF GRAVEL
m OVERHEAD WIRE /w N/F 5 45' 42' LEACHING POOL COVER Designed By: Dram By: Checked BY.
NOW OmR FORMERLY N/F FISHERS ISLAND £ ,, 6 56.5' 46' LEACHING POOL COVER - ZBC CB
URY POLE DEVELOPMENT CORP. I 7 35.5' 21.5' LEACHING POOL COVER Iswe Date: Project Ne: Scale
BOUNDARY POINT o SINGLE FAMILY RESIDENCE l\
• 1 , B 27' 21.5 DRY WELL 5!71R025 86111 1'=40'
IRON MONUMENT
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FIRE HYDRANT L. Drawing N.,
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SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES s
APPROVAL OF CONSTRUCTED WORKS FOR L«A°o znno'D. o v�1"o`v isR P
RCS DENn4
ASINGLE FAMILY RESIDENCE "" NDNInPa wArER DN-snE sP c)
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Date 1211W5 H.S. Ref Na. R-24-0369 �EAONYD PDDIS EAST PRIVATE ROAD&
The sewage disposal and water suppIly faci'iies at this location have beer.
inspected andtof certified by this Department of other agencies and found I
to be satisfactory FORA A9AX UdUM OF_ B BEDROOPdS.
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STATE OF NEW YORK
U DEPARTMENT OF STATE
ONE COMMERCE PLAZA 99 Kathy Hochul
WASHINGTON AVENUE GOVERNOR
ALBANY,NY 12231-0001
WWW.DOS.NY.GOV Walter T. Mosley
SECRETARY OF STATE
October 16, 2024
Mr. Kyle Nornhold
Apex Homes
7172 Route 522
Middleburg,PA 17842
RE: M1168-2022-075 System Approval Extension #2
Dear Mr.Nornhold:
This letter is to inform the code enforcement official that the New York State Department
of State (DOS) has granted the extension of the expiration date to allow the construction of
Factory Manufactured Detached One- and Two-Family Dwellings & Townhouse System of
Models under approval designated M1168-2022-075.
The Manufacturer shall be responsible for assuring that homes or components bearing
insignias issued during the extension period comply with the requirements of 2020 Uniform
Fire Prevention and Building Code which incorporates by reference the 2020 Residential
Code of New York State.
This extension will expire on December 16, 2024 unless sooner revoked or replaced by
full approval of the System Code Update renewal M1168-2024-073 currently under review for
compliance with the 2020 Residential Code of New York State.
A copy of this letter shall accompany plans and specifications submitted for a building permit and
deemed a duplicate original. I am hopeful that you will find this extension of assistance.
Sincerely,
K��_
4yw
Don Thomas Jr., RA/AIA/CEO—Assistant Director
Division of Building Standards and Codes
cc: Harold Raup&Michelle Baker—PFS Corp.
NEWYORK
STATE Department
OF
OPPORTUNITY. of State
DIVISION OF BUILDING STANDARDS AND CODES
STATE OF NEW YORK
DEPARTMENT OF STATE
ONE COMMERCE PLAZA KATHY C. HOCHUL
99 WASHINGTON AVENUE GOVERNOR
ALBANY,NY 12231-0001 ROBERT J. RODRIGUEZ
TELEPHONE:(518)474-4073 SECRETARY OF STATE
WWW.DOS.NY.GOV
August 2, 2022
Mr. Kyle Nornhold
Apex Homes, Inc.
7172 Route 522
Middleburg, PA 17842
NYS RESIDENTIAL MODULAR SYSTEM RENEWAL
NEW SYSTEM APPROVAL NUMBER: M1168-2022-075
PREVIOUS APPROVAL NUMBER: M1168-2020-042
Dear Mr. Nornhold:
In reference to your written application for approval received June 17, 2022 to construct Factory Manufactured Detached
One-and-Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) System of Models designated
M1168-2022-075 is hereby approved to allow such construction in compliance with the 2020 NYS Uniform Codes (2020
RCNYS). This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until Augus
unless sooner revoked, and is subject to renewal at that time. A revision in the adopted code version wI a so warrant a
revision in this approval. The conditions of this Systems Approval also include the following:
Construction Classification: Type VB
Maximum Ground Snow Load: 120 PSF
Seismic Design Category: A, B, C or DO
Townhouses shall be designed to Seismic C or DO
(Per 2020 RCNYS Section R301.2.2)
Wind Speed: 115 mph to <_139 mph Vult
Wind speed >140 mph will require engineered design. Individual Models located
in regions having a ultimate wind speed of 140 miles per hour or-greater shall be
submitted to the Division for review and approval.
Exposure Category: B, C (standard) or D (optional)
Climate Zone: 4, 5, and 6
Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane
Prone Regions" and "Non-Hurricane Prone Regions."
1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about
project location, dwelling type, production serial number, and approval number.
2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication. Any
deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately
undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design
professional registered to practice in New York State. The design professional must also provide a statement on
the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of
plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or
associated with the manufacturer's third party quality assurance agency. The following statement may be used to
provide this certification;
"The plans and specifications of this permit plan set are derived from and consistent with the systems set of
plans and specifications approved and on file with the Department of State, which were approved on
August 2, 2022 under Systems number M1168-2022-075."
Page 1 of 3
The approval identified above is limited to all construction that takes place in the factory. Site related work including
installation and connection of the building and/or components, foundations, mechanical connections, stairs, decks,
etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be
presumptive evidence that the factory manufactured home or component complies with the provisions of the 2020
RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or
more provisions of the above referenced code, he/she should contact the DOS for further review and/or
determination.
3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2020 RCNYS and the design
methodology associated with the ASCE 7-16 design standard.
Individual permit plan sets shall provide as a minimum the following information (but not limited to):
Cover Sheet which provides information on:
• The homeowner/project name, project address including Zip Code and County location
• Structural design criteria listing applicable design loads such as ground snow load, seismic design category,
wind speed, live loads, dead loads, flood hazard, etc.
• Applicable building codes and design specifications
• Energy code information including method of compliance, the climate zone used for thermal design
parameters, and a statement by a design professional certifying that the plans are in compliance with
Chapter 11 Energy Efficiency of the 2020 RCNYS.
• The Occupancy Classification, Type of Construction and square footage
• Applicable general notes
• Index of drawings
• Manufacturer's title block
• List of items NOT being provided by the modular manufacturer
• Verify the intended foundation type and show height above grade, and if the AHJ has determined whether
the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System.
• Additionally, you must verify the location of the building on the lot according to the 2020 RCNYS Section
R302"Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide
protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings
with Fire Sprinklers"and Table R302.6"Dwelling-Garage Separation".
Foundation Plan (informational only) showing:
• Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads
imposed on the foundation by this specific model, all of which need to be used by a design professional in
developing the final foundation design.
• Anchor bolt/hold down locations and spacing, specialty anchor locations and types
• Stairwell location and framing enclosure if required to complete the conditioned space enclosure
Floor Plans showing:
• Location of the"insignia of approval"
• Room names with square foot area.
• Amounts of required/provided light and ventilation and emergency egress window locations
• Location and amounts of wall bracing based on Table R602.10.3 and length requirements based on Table
R602.10.5, including the requirements specified in Section R602.11 for Seismic Design Categories"DO, D1
& D2"
• Location/type of fire rated wall assemblies
• Stairs with direction up or down
• Doors, egress windows and safety glass locations
• Header and beam sizes
• Attic access locations
• Locations of cathedral or vaulted ceilings
• Applicable project specific notes
Building Cross Sections showing:
• Identification of structural members and roof system
• Vertical dimensions floor to ceiling and bottom of truss
• Materials used in roof and wall assemblies
Page 2 of 3
• Insulation locations and types, sizes and "R" values
• Field completed insulation assemblies
• Building integration details (module connections)
• Location/type of horizontal fire separation and required fire blocking
• Roof truss bracing and structural connections (uplift, lateral, etc.)
• Attic ventilation
• Applicable project specific notes
Building Elevations showing:
• Floor to floor wall heights
• Finished grade line with distance to 15t finished floor to show need for compliance with R313 for automatic
sprinkler system. Show building mean roof height(MRH)
• Siding materials
• Window types, ventilation and egress area, U values
• Statement concerning code required field completed items(stairs, landings, decks, handrails, lighting, etc.)
• Label emergency egress windows
• Applicable project specific notes
Electrical Plans showing:
• Smoke and carbon monoxide detector locations
• GFCI outlet locations and arc fault protection provided
• Junction box locations for field connections and miscellaneous future installations
• Ventilation fan capacity and outlet locations
• Electrical load calculations
• Electric panel, Lighting and outlet locations
• Applicable project specific notes
Mechanical/Plumbing Plans showing:
• Drain, waste and venting layout including all pipe sizes (specific to permit set)
• Potable water supply piping (specific to permit set)
• Type and location of domestic hot water heating system
• Type and location of HVAC equipment and duct sizing information
• Heat loss calculations (if HVAC is provided by manufacturer)
Miscellaneous Plans and Details showing:
• Manufacturers truss drawings including special requirements addressed such as sliding, drifting or
unbalanced snow load conditions
• Completed"Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265)
• Summary of references to system for selection of structural members
• REScheck energy compliance reports (specific to permit set)
• Window and Door Schedules providing manufacturers' information
It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State
registered design professional. This approval is subject to the condition that all construction is to be in conformance with
the 2020 New York State Uniform Code (2020 RCNYS). A copy of this letter shall accompany all plans and
specifications submitted as part of a permit application to the local jurisdiction.
Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a
NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5. The Insignia of Approval Order form is
available by emailing me at: donald.thomas@dos.ny.gov
Please Note: Use the NEW System Approval Number(at the top of this letter)when ordering Insignia.
Sincerely,
Don Thomas Jr., AIA/CEO—Senior Architect
Attachment: NYSDOS Stamped set of pdf Systems drawings
cc: Harold Raup and Renee Moist-PFS Corporation
Page 3 of 3
pF NFL,
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CO 4� �' �'* ,I- CWAE�51 INC.
= 7172 ROUTE 522, MIDDLEBURG,PA 17842
089342 PHONE: 1-800-326-9524 * FAX: 1-570-837-2346
''� ��
pR�FESS 1� Electrical Load Calculation
May 28, 2024 (Ref Article 220-82 N.E.C.)
Date : 5/24/2024 Mfg: Apex Homes, Inc.
By : Adam Smith Model: QN-18103
2472 Custom Ranch
Air Conditioning(100%) Watts or Volt-Amps
Central Electric Space Heating ( 1 x.65)* N/A
Less than 4 separately
controlled space ( x.651 N/A
heating units
4 or more separately
controlled space ( x.401 N/A
heating units
'Use the larger of the air-conditioning load
or the diversified demand of the heating load Watts of Circuit Wire
Volt-Amps Ampacity Size
Other Loads:
General Lighting: ( 24 x 76.0 = 1,824 x 1 = 1,824 x 3 )= 5,472 15 14/2 w/gr
-(Projections) ( 24 x 24 = 576 x 1 = 576 x 3 )= 1,728 15 14/2 w/gr
-(Projections) ( 0 x 0 = 0 x 0 = 0 x 3 )= 0 15 14/2 w/qr
-(Projections) ( 0 x 0 = 0 x 0 = 0 x 4 )= 0 15 .14/2 w/gr
Small Appliances ( 4 x 1500 ) 6.000 20 12/2 w/gr
Laundry (1500 watts) 1,500 20 12/2 w/gr
Dryer 1.500 30 10/3 w/gr
Water Heater 4,500 25 10/2 w/gr
Range(use nameplate rating) 12,000 40 8/3 w/gr
Dishwasher 1,400 15 14/2 w/gr
Garbage Disposal N/A 0 20 12/2 w/gr
Subtotal: 34,100
First 10 KW of loads @ 100% -10,000
Remainder of loads @ 40% 24,100 x 0.4 9,640
A/C Heating Load
Total Calculated Load 19,640
Required Service Size= 19,640 /240 82 Amps
Installed Panel Size= 200 Amps
Heat Loss Calculations _
Customer/File Name: a18103
Room Name: BATH 1-6 BED 3A BED 1-2 Great/Dining Room/KIT
Length (feet in decimal) 5 16.5 16 28
Width 11 11 11 23
Exterior Wall length 16 15.5 16 33
Ceiling Height 8 8 8 8
Area Loss(UxA) Area Loss(UxA) Area Loss(UxA) Area Loss(UxA) Area Loss(UxA) Area Loss(UxA) Area Loss(UxA) Are. Loss(UxA) Area Loss(UxA) Area Loss(UxA) Area Loss(UxA)
Windows (U value)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
;0.33 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
y,z ..0,3 7.77 2.3 33.3 10.0 33.3 10.0 66.32 19.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Doors �(U value)
0.15 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
'0:35 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
'0.16 0.0 0.0 0.0 22.05 3.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ext Walls (U value)
0.048 120.23 5.8 90.7 4.4 94.7 4.5 175.62 8.4 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0
Floors (U value) 0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0
0.053 55 2.9 181.5 9.6 176 9.3 644 34.1 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0
Ceiling (U value) 0 0 0,0 O 0.0 D 0.0 0 0.0 0 0.0 D 0.0 D 0.0 0 0.0 D 0.0 o 0.0 O 0.0
0,027 55 1.5 181.5 4.9 176 4.8 64A 17.4 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0
0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0
Infiltration Volume Volume Volume Volume Volume Volume Volume Volume Volume Volume Volume
0.016 440 7 1452 23 140B 23 5152 82 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total(U x A) 20 52 51 166 0 0 0 B 0 D D
Design Temp 78
Heat Loss(UxAxT) BTU 1677 BTU 4470 BTU a38e BTu 1az2s BTu D BTu o gTu o BTu BTu BTU BTU
Required Required Required Required Required Required Required Required 0 Required 0 Required 0 Required 0
Hot Water(550 BTU's PLF) 4 9 9 29 0 0 0 0 0 0 0
Electric 250 watts PLF) 3 6 6 19 0 0 0 0 0 0 0
city Length pry Length cry Length Qty Length Oty Length Qty Length Ory Length pry Length Cry Length ON Length Qty Length
Electric Baseboard 1 LC 20"
Dimplex Series
BTU provided applies to Dimplex BTU 1706 BTU ,Q- BTU BTU 0, BTU 0 B7U 0 BTU 0 BTU 0 BTU 0 BTU 0 BTII 0
Series electric baseboard only Provided Provided _ - Provided Provided Provided Provided Provided Provided Provided Provided Provided
r Total BTU Loss Dimplex LCM Series Dimplex LC Series
24761 Length LCM 25" LCM 30" LCM 40" LCM 50" LCM 60" LCM 75" LCM 90" LCM TKH LC 20" LC 25" LC 30" LC 35" LC 40" LC 50" LC 60"
Watts 500 750 1000 1250 1500 2000 2500 1800 500 75C 1000 1250 1500 2000 2500 0
BTU 1706 2559 3412 4265 5118 6824 8530 6142 1706 2559 3412 4265 1 5118 1 6824 8530 1 0
HEAT LOSS BTU REQUIREMENTS BASED ON THE FOLLOWING:
1.ELECTRIC HEAT(SUPPLIED&INSTALLED ON-SITE BY OTHERS PER ALL STATE&LOCAL CODES) O C IL,�
I.I.ELEMENT LENGTHS ARE BASED ON 250 WATTS/FT r IN
2.HWBB HEAT(SUPPLIED&INSTALLED ON-SITE BY OTHERS PER ALL STATE&LOCAL C D W B O�/ �O
2.1.ELEMENrNGTHS LE ARE BASED ON 5W 550 BNs?T @ 190•WgTER TEMP.qTA FLOW RAiE OF1 1 GPMM USING Y4-PIPE.
MAXIMUM ELEMENT LENGTH PER LOOP(INDUSTRY STANDARD) 'L
TO STAY WITHINA 20"TEMPERATURE DROP r^ 1 C
PIPE SIZE MAX.ELEMENT LENGTH TOTAL WATTS r �C
112"PIPE 25'-Y' Sid.ELBB 8500
3/4'PIPE 67'-0"
1"PIPE
1 114"PIPE 144'-0"
089341'�
AR�FESS 10��.
Ranch,Bi-Level or Cape May 28, 2024
Generated by REScheck-Web Software
Compliance Certificate
Project A18103
Energy Code: 2018 IECC
Location: Suffolk County, New York NFL,
Construction Type: Single-family 8p L
Project Type: New Construction
Conditioned Floor Area: 2,371 ft2
Glazing Area 17%
Climate Zone: 4 (5999 HDD)
Permit Date:
Permit Number: 0893 42
All Electric false AR�FESS 1��
Is Renewable false
Has Charger false May 28, 2024
Has Battery: false
Has Heat Pump: false
i
Construction Site: Owner/Agent: Designer/Contractor:
Fishers Island, NY Adam Smith
Apex Homes of PA LLC.
7172 ROUTE 522
MIDDLEBURG, PA 17842
5708372333
asmith@apexhomes.net
Compliance: Passes using UA trade-off
Compliance: 3.3%Better Than Code Maximum UA: 367 Your UA: 355 Maximum SHGC: 0.40 Your SHGC: 0.30
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Envelope Assemblies
Gross Area Cavity Cont. Prop. Req. Prop. Req.
Perimeter
Ceiling: Flat Ceiling or Scissor Truss 1,484 38.0 11.0 0.023 0.026 34 39
Ceiling 1 (compressed R-38 insulation): Flat Ceiling 800 32.0 0.0 0.034 0.026 27 21
or Scissor Truss
Wall: Wood Frame, 16"o.c. 1,820 21.0 0.0 0.057 0.060 85 89
Door: Solid Door(under 50%glazing) 22 0.160 0.320 4 7
Window: Vinyl Frame 313 0.300 0.320 94 100
SHGC: 0.30
Floor:All-Wood Joist/Truss 2,371 19.0 0.0 0.047 0.047 111 111
Project Title: A18103 Report date: 05/23/24
Data filename: Page 1 of10
Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Adam Smith-Draftsman A;1 i sMl& 5/23/24
Name-Title Signature Date
OF NF�y
W Bp,Q/ �O
�89 3 W
AR�FESS 10�'��
May 28, 2024
Project Title: A18103 Report date: 05/23/24
Data filename: Page 2 of10
REScheck Software Version : REScheck-Web
Inspection Checklist
Energy Code: 2018 IECC
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section Plans Verified Field Verified`
#�u Pre-Inspection/Plan ReviewComplies? Comments/Assumptions
& Req.ID Yalue: Value.
103.1, ;Construction drawings and ;❑Complies
103.2 documentation demonstrate
❑Does Not
[PR111 :energy code compliance for the € ❑Not Observable
41
;building envelope.Thermal r ;❑Not Applicable
envelope represented on € Pp
;construction documents.
103.1, Construction drawings and ti ry~ ❑Complies
103.2, ;documentation demonstrate [ ❑Does Not
403.7 ;energy code compliance for
[PR311 ;lighting and mechanical systems r; ❑Not Observable ;
Systems serving multiple -;Y ❑Not Applicable
;dwelling units must demonstrate y
;compliance with the IECC
•.Commercial Provisions. I
302%,,, Heating and cooling equipment is; Heating: Heating: ;❑Complies
463.7 ?sized per ACCA Manual S based I Btu/hr Btu/hr ElDoes Not
[PR2]z Jon loads calculated per ACCA Cooling: Cooling: '
.. „I Manual J or other methods Btu/hr Btu/hrg ❑Not Observable
;'J approved by the code official. �❑Not Applicable
I I
Additional Comments/Assumptions:
�F NFL,
W
co
A 893421
R�FESSIONP
May 28, 2024
1 High Impact(Tier 1) 2,.. Medium Impact(Tier 2) 3B Low Impact(Tier 3)
Project Title: A18103 Report date: 05/23/24
Data filename: Page 3 of10
section. .
# Foundation Inspection Complies? Comments/Assumptions,
&'Req.ID
303.2.1 ;A protective covering is installed to ;❑Complies
[FO11]2 ]protect exposed exterior insulation I❑Does Not
9 and extends a minimum of 6 in. below
V grade. ,❑Not Observable
I❑Not Applicable
403.9, ` ,.;Snow-and ice-melting system controlsE]Complies
[F012]z installed. ;❑Does Not
01. ;❑Not Observable I
j ;❑Not Applicable
Additional Comments/Assumptions:
pF NFL
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089341'1\
pR�FESS I��`��
May 28, 2024
1 High Impact(Tier 1) 1 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3)
Project Title: A18103 Report date: 05/23/24
Data filename; Page 4 of10
Section '
Plans Verified .,Fjeld'V' ffl �
Framing/Rou'gh Inanspection Compl�e's? ;Comments/Assumptions
Value' Value
402.1.1, Door U factor. I U ; U- ;❑Complies table foSee thewalule pe Assemblies
402.3.4 ❑Does Not
s.
[FR1]1
;[:]Not Observable ,
❑Not Applicable j
402.1.1, IGIazingU-factor(area-weighted U- i U- ;❑Complies ;See the Envelope Assemblies
402.3.1, average). ;❑Does Not table for values.
402.3.3,
❑Not Observable
[FOR2]1 i ' Not Applicable
303.1.3 ;U-factors of fenestration products : ❑Complies
[FR4]1 .are determined in accordance r ❑Does Not
with the NFRC test procedure or
❑Not Observable ;
;taken from the default table.
❑Not Applicable
402.4.1.1 ;Air barrier and thermal barrier y of ❑Complies
[FR23]1 !installed per manufacturer's ❑Does Not
instructions. 41,
=y ?❑Not Observable
- ❑Not Applicable
402.4.3 ;Fenestration that is not site built n ❑Complies
[FR20]1 :is listed and labeled as meeting r ❑Does Not
AAMA/WDMA/CSA 101/I.S.2/A440
❑Not Observable
or has infiltration rates er NFRC
1400 that do not exceed code ode *; ❑Not Applicable
limits. ,
,
4.Q2 4 5 "A lc-rat recessed lighting fixtures ;
' f1Complies
[FR16]2 sealed at housing/interior finish ❑Does Not
and labeled to indicate <_2.0 cfm ❑Not Observable
leakage at 75 Pa.
} '❑Not Applicable
403.3.1 ',Supply and return ducts in attics = t❑Complies
[FR12]1 insulated >= R-8 where duct is ❑Does Not
>= 3 inches in diameter and >=44
R-6 where < 3 inches. Supply and '; w" ❑Not Observable
:return ducts in other portions of Y,, ,,a❑Not Applicable
;the building insulated >= R-6 for k
;diameter>= 3 inches and R-4.2
lfor< 3 inches in diameter. ,, s
403.3.2 ;Ducts, air handlers and filter ❑Complies ;
u ;
[FR13]1 ;boxes are sealed witht, r. ❑Does Not
;joints/seams compliant with ❑Not Observable '
International Mechanical Code or
I International Residential Code, as{) 1 ,❑Not Applicable
applicable.
403 3 5 Building cavities are not used as �� a z sy
2 j❑Complies
[FR15V ducts or plenums. .s # ❑Does Not
❑Not Obsery iOf N��li
E £a ❑Not Appli W BO
403 4 ]HVAC piping conveying fluids R- R ;❑ pli !LC
[FR17]z above 105 °F or chilled fluids ❑ N
Fes` below 55 °F are insulated to >_R- []No
Ob I
3 I ;❑Not Ap le
403.4.1 :Protection of insulation on HVAC ` ❑Complie ,� �
[FR2411 'piping.
f Q
Does Not
❑ 89342"
❑Not Observa FESS I���
; +j❑Not Applicable
403� 3 . ?i Hot water pipes are insulated to R- ; R- ;❑Complies
[FR18]z " >_R-3. ;❑Does Not
s UNot Observable
1❑Not Applicable
1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3., Low Impact(Tier 3)
Project Title: A18103 Report date: 05/23/24
Data filename: Page 5 of10
Section': PlansVee rfid F�eid Verified.
, Framing/Rough In Inspection Complies? Comments/Assurnptions
&,;.Req.ID Val%ue Value
403 6 iAutomatic or gravity dampers are ( " J❑Complies
(FR191? installed on all outdoor air §❑Does Not
intakes and exhausts.
[]Not Observable ;
❑Not Applicable
Additional Comments/Assumptions:
�F NFL
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089342'�
A'��FESS 10�`��'
May 28, 2024
1 High Impact(Tier 1) `2.,J Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: A18103 Report date: 05/23/24
Data filename: Page 6 of10
Sect "- Pans Verified Field Verified
# ` Insulation Inspekctiom Complies Comments/Assumptions
&.Req.ID° Value Value
303 1 `iAl installed insulation is labeled $� ❑Complies
[IN13].2 or the installed R-values ❑Does Not
°sue provided.
- 1❑Not Observable ,
T3❑Not Applicable
402.1.1, ;Floor insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies
402.2.6 +❑ Wood ❑ Wood ;❑Does Not ;table for values.
[IN1]1 Steel ❑ Steel I
❑Not Observable
1❑Not Applicable
I
303.2, ;Floor insulation installed per :N £ ' {❑Complies
402.2.8 :manufacturer's instructions and I ❑Does Not
[IN2]1 ;in substantial contact with the I
u ;underside of the subfloor, or floor ].,.' ]❑Not Observable
,framing cavity insulation is in ❑Not Applicable
contact with the top side of ,
;sheathing, or continuous ;
linsulation is installed on the '
underside of floor framing and q I
extends from the bottom to the
;top of all perimeter floor framing
;members.
402.1.1, 1 Wall insulation R-value. If this is a; R- R- " ;❑Complies ;See the Envelope Assemblies
402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not I table for values.
402.2.E wall insulation on the wall ;
[IN3]1 !exterior,the exterior insulation Mass ❑ Mass ;❑Not Observable
requirement applies (FR10), j❑ Steel ❑ Steel '❑Not Applicable
,
303.2 ;Wall insulation is installed per ( ❑Complies
[IN4]1 :manufacturer's instructions. rPDoes Not
TINot Observable
",❑Not Applicable
Additional Comments/Assumptions:
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� �� �,
O89342'�
AR�FESS 10�`��'
May 28, 2024
1 High Impact(Tier 1) 1.2-1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: A18103 Report date: 05/23/24
Data filename: Page 7 of10
Section' Plans Verified Field Verified•=
Final Inspection Provisions Complies? Comments/Assumptions
&Req.ID Value Value .
402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies
402.2.1, ;❑ Wood ❑ Wood "❑Does Not ;table for values.
402.2.2,
'
❑
402.2.E Steel ❑ Steel I❑Not Observable
[Fill' ;❑Not Applicable
,
303.1.1.1, Ceiling insulation installed per S❑Complies
303.2 .manufacturer's instructions. +; ❑Does Not
[FI2]' Blown insulation marked every
300 ft2. r s ,, ❑Not Observable
y t
I t `0 -❑Not Applicable
402.23 Vented attics with air permeable '.. ❑Complies
[FI22]2- insulation include baffle adjacent } 5' ❑Does Not
Ito soffit and eave vents that
extends over insulation. ❑Not Observable ;
I '❑Not Applicable
402.2.4 ;Attic access hatch and door R- R- ;❑Complies
[FI3]1 "insulation >_R-value of the
❑Does Not
adjacent assembly.
'❑Not Observable ,
"❑Not Applicable
402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = DComplies ;
[F[17]1 :ach in Climate Zones 1-2, and " ;❑Does Not
I<=3 ach in Climate Zones 3-8.
❑Not Observable ;
❑Not Applicable
403.3.3 j Ducts are pressure tested to j cfm/100 cfm/100 ;❑Complies ;
[FI27]1 :determine air leakage with I ft2 ft2 ❑Does Not
either: Rough-in test:Total "
;leakage measured with a
'❑Not Observable ;
pressure differential of 0.1 inch " ;❑Not Applicable
w.g. across the system including I
1
;the manufacturer's air handler
enclosure if installed at time of 1 ;
test. Postconstruction test:Total
leakage measured with a
pressure differential of 0.1 inch
!w.g. across the entire system
;including the manufacturer's air
handler enclosure.
403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies
[FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not
<=3 cfm/100 ft2 without air I "
handler @ 25 Pa. For rough-in I❑Not Observable
!tests, verification may need to " ❑Not Applicable
occur during Framing Inspection. I
403.3.2.1 ;Air handler leakage designated ❑Complies
[FI24]1 :by manufacturer at<=2%of ❑Does Not
;design airflow. ❑Not Observable '
-]❑Not Applica
4'03.z l'. !Programmable thermostats ;` x ❑Complie
(FI9] I installed for control of primary }❑ s
)heating and cooling systems and .�
{initially set by manufacturer to ❑ t abl
I code specifications. ❑N A I
463.1 2 I'Heat pump thermostat installed ❑Compli
Z
[FI1.0]2°' on heat pumps. g ❑Does N
❑NotObse I �9342'
l I ;❑Not Applicab �QF
403.5.1 Circulating service hot water ❑Complies May 28 2024
[Fl11]2 !systems have automatic or ❑Does Not
accessible manual controls. I
, ❑Not Observable
r ❑Not Applicable
1 High Impact(Tier 1) 1.2-1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: A18103 Report date: 05/23/24
Data filename: Page 8 of10
Section Plans Verifiled Field Verified.
# Final inspection Prows ohs Compiles2 Comments/Assumptions
Req:ID Value Value
403.6:1- All mechanical ventilations stem °� ;» rfs,
❑� Y ;`, � �.� ,, � , Complies"
[FI25]2 ifans not part of tested and listed - .L� x »` * } ❑Does Not
HVAC equipment meet efficacyX,
?and airflow limits per Table > "a rrtr* ❑Not Observable
R403.6.1. � : r ❑Not Applicable
403 2 .;Hot water boilers supplying heat ❑Complies
[FI26]2 ithrough one-or two-pipe heating
❑Does Not
systems have outdoor setback
control to lower bailer water r d tiElNot Observable I
temperature based on outdoor ❑Not Applicable
temperature.
403 5 1.1.•x Heated water circulations stems ` F
y -� .,,� � � { s^^� ❑Complies ,
(Fi28]2 I have a circulation pump. ❑Does Not
,system return pipe is a dedicated 4 '#" ;
•, ;return pipe or a cold water supply ❑Not Observable
i pipe. Gravity and thermos- s ❑Not Applicable
'isyphon circulation systems are t
j not present. Controls for
a circulating hot water system
«pumps start the pump with signal
i
for hot water demand within the
occupancy. Controls
automatically turn off the pump
;when water is in circulation loop {
is at set-point temperature and '
no demand for hot water exists.
403`5 1.2 ',Electric heat trace systems `i ❑Complies
i
[F129]z i comply with IEEE 515.1 or UL ❑Does Not
{515. Controls automatically Y i
jadjust the energy input to the Ills .,❑Not Observable ;
heat tracing to maintain the JONot Applicable
desired water temperature in the _ I
piping. '
403.5.2- Demand recirculation water ❑Complies ;
[F130]2. ,systems have controls that ❑Does Not
manage operation of the pump I
land limit the temperature of the ❑Not Observable
;water entering the cold water ❑Not Applicable
' ;piping to <= 104°F.
403.5 4 .;Drain water heat recovery units t-' ❑Complies
(FI31]2. tested in accordance with CSA ❑Does Not
iB55.1. Potable water-side
pressure loss of drain water heat ,; ❑Not Observable ;
recovery units< 3 psi for ❑Not Applicable
-individual units connected to one
or two showers. Potable water- ;
aside pressure loss of drain water
I heat recovery units< 2 psi for I
I individual units connected to
three or more showers.
❑
404.1 i90%or more of permanent ` Com lies
cy[F16]i fixtures have high effica lamps �a � a ❑Does No
❑ o Obb 2�
404.1.1 Fuel as lighting systems have a ❑Co
[F123]3, I 9 9 9 Y P
no continuous pilot light. ❑
tJ.. ' � ����,�"� �`�; � '❑Not Obs IeP ,� �
� q..y� ,E : .� `", `❑Not A li �9
401.3 -'Compliance certificate posted. r§ '�`�+` `5 rw �, ❑Complies pFESS10
(F17]2 At ❑Does Not
❑Not Observably 28, 2024
R m�
i ,w � J❑Not Applicable ;
1 High Impact(Tier 1) 2: Medium Impact(Tier 2) 173 Low Impact(Tier 3)
Project Title: A18103 Report date: 05/23/24
Data filename: Page 9 of10
Section'' 5
P,Ians Verified Field.Verified:.
# Final Inspection'Provisions Complies? Comments/Assumptions,
& Req:ID Value Value:.
303.3 ;Manufacturer manuals for # "` _ •` ❑Complies
[F118]3 =°-I mechanical and water heating z �`�� t '• ❑Does Not
isystems have been provided.
}- ❑Not Observable ;
❑Not Applicable
Additional Comments/Assumptions:
pF NFlti
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4Z7
089341'�
pR�FESS 10��'
May 28, 2024
1 High Impact(Tier 1) ;2� Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: A18103 Report date: 05/23/24
Data filename: Page 10 of10
2018 IECC Energy
Efficiency Certificate
'Insulation Rating R-Value
Above-Grade Wall 21.00
Below-Grade Wall 0.00
Floor 19.00
Ceiling / Roof 49.00
Ductwork (unconditioned spaces):
Glass & Door Rating U-Factor SHGC
Window 0.30 0.30
Door 0.16
Heating &Cooling Equipment Efficiency
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
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FESS10
May 28, 2024
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION,
PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER
CONSTRUCTION IN RESIDENTIAL STRUCTURES
(In accordance with Title 19 NYCRR PART 1265)
<Insert authority having jurisdiction Logo here>
TO: <Insert the name of the authority having jurisdiction here>
OWNER OF PROPERTY: Connecticut Valley Homes/Fishers Island Ranch
SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER):
Off East End Road @ Fidco Gatehouse, Fishers Island, NY 06390
PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY):
® New Residential Structure
❑ Addition to Existing Residential Structure
❑ Rehabilitation to Existing Residential Structure
TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE
(check each applicable line):
® Truss Type Construction (TT)
® Pre-Engineered Wood Construction (PW)
❑ Timber Construction (TC)
IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE LINE):
❑ Floor Framing, Including Girders and Beams(F)
❑ Roof Framing(R)
® Floor Framing and Roof Framing(FR)
SIGNATURE: DATE:
PRINT NAME:
CAPACITY(Check One): ❑ Owner ❑ Owner's Representative
oI I russ cuss Type y y
MA23316 APEX QN-18103 I23-8-1 ATTIC 1 F1
I __ _ _ Job Reference(optional)
0-9 10 Q 7-8-4 11-10-0 15-11-12 23-8-0 24-6
10-0 7-8-4 4-1-12 4-1-12 7-8-4 0 1a
Scale=1:44.1
6
45 78
16 17
7.00 F12 3
15 i 9
I
Ci
t
I
r�
i
i
2 - -- 8-0 0 �-- -- 10
14 13 12
7-8-4 11-10-0 15-11-12 23-8-0
7-8-0 4-1-12 _4-1-12 _ 7-84 _
LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d
TCLL(roof) 20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.18 10-12 >785 240
Snow(Pf/Pg) 19.2/25.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.24 2-14 >585 180
BCDL 15.0 Rep Stress Incr YES WB 0.09 Horc(CT) 0.01 10 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Attic -0.13 12-13 765 360
LUMBER- BRACING-
TOP CHORD 2x4 SPF/SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
T1:2x6 SPF/SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x8 SPF/SP No.2
WEBS 2x4 SPF/SP No.2
REACTIONS. (lb/size) 2=629/0-3-8 (min.0-1-8),13=268/0-7-0 (min.0-1-8),10=629/0-3-8 (min.0-1-8)
Max Horz 2=215(LC 15)
Max Uplift2=335(LC 16),13=167(LC 16),10=-335(LC 16)
Max Grav 2=677(LC 29),13=458(LC 31),10=679(LC 30)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-15=-722/197,3-1 5=57 311 9 8,3-16=-527/289,4-16=-509/301,8-17=507/301,
9-17=-529/289,9-1 O=717/197
BOT CHORD 2-14=-19/544,13-14=-12/539,12-13=-12/539,10-12=17/535
WEBS 4-8=-4571281
REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in)
3=178/173/0/0,4=457/281/14/0,5=113/64/55/0,6=74172/5410,7=115/63/56/0,8=4571281/14/0,9=171/173/0/0,12=171/173/0/0,13=12/539/302/0,14=178/173/0/0
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=155mph(3-second gust)Vasd=123mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;B=45ft;L=26ft;eave=4ft;Cat.II;Exp
C;Enclosed;MWFRS(directional)and C-C Exterior(2E)-0-10-0 to 2-2-0,Interior(1)2-2-0 to 11-9-5,Exterior(2R)11-9-5 to 14-9-5.
Intedor(1)14-9-5 to 24-&0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-16;Pr-20.0 psf(roof LL:Lum DOL=1.15 Plate DOL=1.15);Pg=25.0 psf;Pf=19.2 psf(Lum DOL=1.15 Plate DOL=1.15);
Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 19.3 psf on overhangs
non-concurrent with other live loads.
6)All additional member connections shall be provided by others for forces as indicated.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O F A r
8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wid ' fit �VC
between the bottom chord and any other members. 0
9)Ceiling dead load(5.0 psf)on member(s).3-4,8-9,4-8 Q Q� W 8 R�
10)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.13-14,12-1 4 ?i
11)One RT5 MTek connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)2 and 10.This cti r r�p G)
only and does not consider lateral forces.
12)One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)13.This connect is f o
does not consider lateral forces.
13)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and ced =
standard ANSI/TPI 1.
14)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 089 3 4 rL.-1\
LOAD CASE(S) Standard AR�FESS 1�\vQ•\'
May 28, 2024
Job N:MA23316
Truss ID:23-8-1
Standard Peak Connection Flip Rail Connections
Compression= 74 Ibs Tension= 64 Ibs
Tension= 72 Ibs Shear= 56 Ibs
Shear= 54 Ibs Shear Connection
Attach Rail to Top Chord With One of the Following
Option 1 A. 1 0.131"x 3"Nails
- Attach 1x4 SPF Stud to One Side,Below Ridge,Every B. 1 0.148"x 3"Nails
Truss,with One Of The Following 1n Each End C. 1 0.162"x 3"Nails
A. 2 0.131"x 3"Nails Attach Rail to To Rail with One Of the Following in Each Truss Bay
B. 2 0.148"x 3"Nails A. 1 0.131"x 3"Nails
C. 1 0.162"x 3"Nails B. 1 0.148"x 3"Nails
C. 1 0.162"x 3"Nails
Option 2 Tension Connections
Attach Rail to Top Chord With One of the Following Lap 7/16"24/16 APA OSB Across Flip Rail and Attach Each Truss Chord With
A. 1 0.131"x 3"Nails A. 1 0.131"x 3"Nails
B. 1 0.148"x 3"Nails B. 1 0.148"x 3"Nails
C. 1 0.162"x 3"Nails C. 1 0.162"x 3"Nails
LAP O R Attach Rail to To Rail with One Of the Following In Each Truss Bay
A. 1 0.131"x 3"Nails
B. 1 0.148"x 3"Nails Heel Connection
C. 1 0.162"x 3"Nails Compression= 722 Ibs �\ No Gusset
Strap Across Ridge With Simpson CS22 Tension= 544 Ibs '-,H2.5T \
Strap and One Of the Following Each End L , ) Attach LTP4 and H2.5TTo Both
FLIPM FLIPA. 2 0.148"x 2-1/2"Nails `.�/ OR
B. 2 0.162"x 2-1/2"Nails ! 6 #8 x 3"Toe-Screws
Collar Tie Connection
Compression= 457 Ibs Gusset Connection Minimum Gusset Width=12"
Tension= 281 Ibs Top Chord
Attach Collar Tie to Top Chord with One '"Y=' (1)Ply 7/16"24/16 APA OSB Both Sides
Of the Following In Each End Option 1 (1)1/2"Bolt Plus One Of the Following
A. 5 0.131"x 3"Nails A. 1 0.131"x 3"Nails
B. 4 0.148"x 3"Nails B. 1 0.148"x 3"Nails
C. 4 0.162"x 3"Nails C. 1 0.162'x 3"Nails
Alternate Collar Tie Connection D. 1 7/16"x 1-1/2"x 16 Gage Staple
Tension Top Chord= 0 Ibs Bottom Chord
Shear= 0 Ibs (1)Ply 7/16"24/16 APA OSB Both Sides
Lap 7/16"24/16 APA OSB Across Gap and A. 10 0.131"x 3"Nails
Attach Each Truss Chord With B. 8 0.148"x 3"Nails
i� A. 0 0.131"x 3"Nails C. 7 0.162"x 3"Nails
B. 0 0.148"x 3"Nails D. 14 7/16"x 1-1/2"x 16 Gage Staple
C. 0 0.162"x 3"Nails
Attach Top Chords to Rails and Rails to
Collar tie With
A. D N8 x 3"Toe-Screws
Kneewall Connection Marriage Line Connection
Compression= 178 Ibs Tension= 539 Ibs
Tension= 173 Ibs Lap 23/32"48/24 APA Sheathing Across Marriage Line-(2'
Minimum Width)With One Of the Following Each End
Top Chord Attach Chord Block With One Of The Following A. 7 0.131"x 3"Nails
Compression Option 1-Block B. 6 0.148"x 3"Nails
A. 2 0.131"x 3"Nails C. 5 0.162"x 3"Nails
B. 2 0.148"x 3"Nails Strap Across Marriage Line With one Of The Following Each End
C. 2 0.162"x 3"Nails Option 1 C518 Strap with One Of the Following Each End
Attach Stud To Rail With(2)0.131"x 3" A. 9 0.131"x 2-1/2"Nails
Nails(or Toe-Nails)Minimum B. 8 0.148"x 2-1/2"Nails
Attach Rail to Top Chord,Bottom Chord or Block With(2) Option 2 CS22 Strap with One Of the Following Each End
_ 0.131"x 3"Nails(or Toe-Nails)Minimum A. 9 0.148"x 2-1/2"Nails
Option 2-No Block B. 8 0.162"x 2-1/2"Nails
Attach Stud To Rail With(2)0.131"x 3"
Nails(or Toe-Nails)Minimum
Attach Rail to Top Chord,Bottom Chord or Block With(2)
0.131"x 3"Nails(or Toe-Nails)Minimum
Tension
Strap Stud to Top And Bottom Chord With
Option 1 CS22 Strap with One Of the Following Each End
A. 3 0.148"x 2-1/Z"Nails
B. 3 0.162"x 2-1/2"Nails
Option 2 LTSA18 Strap Each End 3
A. 3 0.148"2-1/2° r 'V
Option 3 H8 Twist Strap With Each End ,,((
A. 2 0.148"1-1/2"
u
O89342'1\ F
AR�FESS 10��'
May 28, 2024
Calculation Manual
2020 RCNYS
Apex Homes of PA, LLC
Plant Address:
7172 Route 522
Middleburg, PA 17842
2015 & 2018 ICC code references in this manual also comply with the
2020 RCNYS codes.
This manual has been prepared by:
David E. Billingsley, P.E.
217 East Main Street
Middleburg, PA 17842
Ph 570-837-0577
WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145
FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY.
CALCULATION MANUAL INDEX-03/30/2020
SECTIONI Index.............................................................................................................................................I
MINIMUM ROOF LIVE LOAD............................................................. .. 1.0.0
SNOW LOAD EXAMPLES.......................................
1.0.1-1.0.3
.....................1.0.4-1.0.5
SNOW DRIFT LOAD EXAMPLE.................................................
.v, , r;
EXTERIOR WALL DEAD LOAD.........................
�) ........................... ...................................].1.0
MARRIAGE WALL DEAD LOAD ..........................
............
.. .................................1.1.]
INTERIOR PARTITION DEAD LOAD.................... ia`... ..........% 1.1.2
t f I i Lr
CEILING DEAD LOAD .......................................... I
.......... ............. . ................................
FLOORDEAD LOAD .................................................. . .................................1.1.4............ .........
GYPSUM COMPRESSION STRIP .................................... ....... ............ . ...................................1.2.0
GYPSUM PROPERTIES GA-235-17............................ 'N
..................1.2.1-1.2.8
LVL DESIGN PROPERTIES.................................... .-I-Irl
................... .... ........................................1.3.0
SECTION2 Index.................................................. ........ . . ..I....... ..................................2
LOADCOMBINATIONS............................................. ........ ...................... ....... ...........................2.0.0
LOAD PROCEDURE.......................................................03/aO/2020* -2
......................................................................................2.1.0 .1 1
GUIDE TO USING BEAM CALCULATOR.......................................................................................................2.2.0—2.2.10
RESERVED.........................................................................................................................................................................2.3.0
SECTION3 Index.............................................................................................................................................3
FLOOR JOIST-RESIDENTIAL SPAN SUMMARY CHART.............................................................................3.0.0-3.0.1
RESERVED.........................................................................................................................................................................3.1.0
FLOOR JOIST SUPPORTING TUB SPAN SUMMARY CHART..................................................................................3.2.0
FLOOR JOIST SUPPORTING TUB-EXAMPLE CALCS....................................................................................3.2.1-3.2.7
FLOOR JOIST SUPPORTING TUB-NOTCH REPAIR DETAIL..................................................................................3.2.8
FLOOR JOIST SUPPORTING TUB-NOTCH REPAIR STAPLE CALC..........................................................3.2.9-3.2.10
RESERVED.........................................................................................................................................................................3.3.0
CANTILEVER JOIST SUMMARY CHART.....................................................................................................................3.4.0
CANTILEVER JOIST EXAMPLE CALCS ............................................................................................................3.4.1-3.4.2
FLOOR JOIST LEDGER REQUIREMENTS SUMMARY....................................................................................3.5.0-3.5.1
FLOOR JOIST LEDGER EXAMPLE CALC....................................................................................................................3.5.2
HVAC CROSS OVER AT MATELINE..................................................................................................................3.6.0-3.6.3
SECTION4 Index.............................................................................................................................................4
EXTERIOR WALL STUD SUMMARY CHARTS-EXPOSURE C..............................................................................4.0.0
EXTERIOR WALL STUD SUMMARY CHARTS-EXPOSURE D...............................................................................4.0.1
EXTERIOR WALL STUD-EXAMPLE CALCULATIONS..................................................................................4.0.2-4.0.7
MATE WALL STUD SUMMARY CHARTS....................................................................................................................4.1.0
MATE WALL STUD-EXAMPLE CALCULATIONS.........................................................................................4.1.1-4.1.3
GABLE WALL STUD SUMMARY CHARTS-EXPOSURE C...................... ...........................................................4.2.0
GABLE WALL STUD SUMMARY CHARTS-EXPOSURE D.....................................................................................4.2.1
GABLE WALL STUD-EXAMPLE CALCULATIONS........................................................................................4.2.2-4.2.7
CORNERSTUD CONNECTION......................................................................................................................................4.3.0
SECTION5 Index.............................................................................................................................................5
COLUMNSUMMARY CHART.......................................................................................................................................5.0.0
COLUMNEXAMPLE CALCS .............................................................................................................................5.0.1-5.0.3
JACK STUD SUMMARY CHARTS.....................................................................................................................5.1.0-5.1.1
JACKSTUD EXAMPLE CALC .......................................................................................................................................5.1.2
SECTION6-1 Index/w....................................................................................................................................6-1
HEADERS-SPF 92-CD=1.00-DELTA LL=L/240.......................................................................................6.0.0-6.0.29
HEADERS-SPF 42-CD=1.00-DELTA LL=L/360.....................................................................................6.0.30-6.0.59
HEADERS-SP#2-CD=1.00-DELTA LL=L/240 .........................................................................................6.1.0-6.1.29
HEADERS-SP#2-CD=1.00-DELTA LL=L/360 .......................................................................................6.1.30-6.1.59
HEADERS-LVL-CD=1.00-DELTA LL=L/240...........................................................................................6.2.0-6.2.65
HEADERS-LVL-CD=1.00-DELTA LL=L/360.......................................................................................6.2.66-6.2.131
HEADERS-SPF#2-CD=I.15-DELTA LL=L/240.......................................................................................6.3.0-6.3.29
HEADERS-SPF 92-CD=1.15-DELTA LL=L/360.....................................................................................6.3.30-6.3.59
HEADERS-SP#2-CD=I.15-DELTA LL=L/240 .........................................................................................6.4.0-6.4.29
HEADERS-SP 42-CD=1.15-DELTA LL=L/360 .......................................................................................6.4.30-6.4.59
HEADERS-LVL-CD=1.15-DELTA LL=L/240...........................................................................................6.5.0-6.5.65
HEADERS-LVL-CD=L 15-DELTA LL=L/360.......................................................................................6.5.66-6.5.131
HEADERS-COMBO-CD=1.00-DELTA LL=L/240....................................................................................6.6.0-6.6.37
HEADERS-COMBO-CD=1.00-DELTA LL=L/360..................................................................................6.6.38-6.6.75
f
SECTION6-1 Index(continued)..................................................................................................................6-1
HEADERS-COMBO-CD=1.15-DELTA LL=L/240....................................................................................6.7.0-6.7.37
HEADERS-COMBO-CD=1.15-DELTA LL=L/360..................................................................................6.7.38-6.7.75
HEADERS 2x10 FLOOR CEILING-COMBO-CD=1.00-DELTA LL=L/360............................................6.8.0-6.8.11
HEADERS 2x10 FLOOR CEILING-COMBO-CD=1.15-DELTA LL=L/360..........................................6.8.12-6.8.23
FLITCH BEAM EXAMPLE CALCS ....................................................................................................................6.9.0-6.9.4
FLITCH BEAM with SPF#2-CD=1.00-DELTA LL=L/240......................................................................6.10.1-6.10.12
FLITCH BEAM with HF42-CD=1.00-DELTA LL=L/240.....................................................................6.10.13-6.10.24
FLITCH BEAM with SP#2-CD=1.00-DELTA LL=L/240......................................................................6.10.25-6.10.36
FLITCH BEAM with LVL-CD=1.00-DELTA LL=L/240......................................................................6.10.37-6.10.54
FLITCH BEAM with SPF#2-CD=1.00-DELTA LL=L/360......................................................................6.11.1-6.1 1.12
FLITCH BEAM with HF#2-CD=1.00-DELTA LL=L/360.....................................................................6.11.13-6.11.24
FLITCH BEAM with SP#2-CD=1.00-DELTA LL=L/360......................................................................6.11.25-6.11.36
FLITCH BEAM with LVL-CD=1.00-DELTA LL=L/360......................................................................6.11.37-6.11.54
/4"&'W'FLITCH BEAMS with SPF42-CD=1.00-DELTA LL=L/240....................................................6.12.1-6.12.12
''/4"&3/4"FLITCH BEAMS with HF#2-CD=1.00-DELTA LL=L/240...................................................6.12.13-6.12.24
/4"&'/4"FLITCH BEAMS with SP#2-CD-.1.00-DELTA LL=L/240....................................................6.12.25-6.12.36
%4"&%"FLITCH BEAMS with LVL-CD=1.00-DELTA LL=L/240.....................................................6.12.37-6.12.54
W'&3/4"FLITCH BEAMS with SPF#2-CD=1.00-DELTA LL=L/360....................................................6.13.1-6.13.12
/"&'/4"FLITCH BEAMS with HF42-CD=1.00-DELTA LL=L/360...................................................6.13.13-6.13.24
/4"&'/4"FLITCH BEAMS with SP#2-CD=1.00-DELTA LL=L/360....................................................6.13.25-6.13.36
'/4"&3/4"FLITCH BEAMS with LVL-CD=1.00-DELTA LL=L/360.....................................................6.13.37-6.13.54
20"LVL BEAM................................................................................................................................................................6.14.1
SYPDESIGN VALUES....................................................................................................................................................6.15.1
SECTION6-2 Index .....................................................................................................................................6-2
HEADER WITH POINT LOAD ANYWHERE SUMMARY CHARTS.......................................................6-2.1.1-6-2.1.6
HEADER WITH POINT LOAD ANYWHERE EXAMPLE CALC..............................................................6-2.1.7-6-2.1.8
SECTION7 Index........................................................................J. :SG -`�.-1..:^ .. .................7
CEILING JOIST SPAN SUMMARY CHART..................................... ... ............ ",y% \...............7.0.0
SECTION8 Index.....................................................................�.'....' `` s � R i ................8
I i 1
..
TRUSS FIELD CONNECTIONS.......................................................... :...... .......... -8.0.26
lai}1ti......... Siy�f{'
SECTION 9 Index .....................................................................q1 �..` ...................r.... �lf^J................9
;...
SIMPLE SPAN RAFTER CHART............................................................. \}ci.�.......
t}.r:."'=�'..... .. ._9.7.0 9.1.]
RESERVED........................................................................................ ........... :�a1 ...--.........�aP ......9.1.2-9.1.3
SIMPLE SPAN RAFTER EXAMPLE CALCULATIONS-SNOW.. ....... ti��. ,.5:..' = ... ..........9.1.4-9.].5
SIMPLE SPAN RAFTER EXAMPLE CALCULATION-WIND............................. ..... ..........4.1.6-9.1.13
SECTION 10 Index ..03/30/2020 ..................................10
........................................ ...
WIND PRESSURE SUMMARY CHART-EXPOSURE C............................................................................................10.0.0
WIND PRESSURE SUMMARY CHART-EXPOSURE D............................................................................................10.0.1
SIDEWALL UPLIFT CONNECTION SUMMARY.......................................................................................................10.1.0
SIDEWALL UPLIFT ROOF TO SIDEWALL SUMMARY CHARTS...............................................................10.2.0-10.2.6
SIMPSON SDWC&FASTENMASTER TIMBERLOK TECHNICAL INFO................................................. 10.2.7-10.2.19
SIDEWALL UPLIFT TOP PLATE CONNECTION SUM.CHART&EXAMPLE CALC............................10.3.0-10.3.1
SIDEWALL UPLIFT RIM JOIST CONNECTION SUM.CHART&EXAMPLE CALC..............................10.4.0-10.4.1
SIDEWALL UPLIFT SILL PLATE CONNECTION SUM.CHART&EXAMPLE CALC............................10.5.0-10.5.1
SIDEWALL UPLIFT OPENING STRAP SUM.CHART&EXAMPLE CALC.............................................10.6.0-10.6.9
SIDEWALL UPLIFT ANCHOR BOLT SUMMARY CHART&EXAMPLE CALC ....................................10.7.0-10.7.1
SIDEWALL LATERAL CONNECTION SUMMARY ..................................................................................................10.8.0
SIDEWALL LATERAL ANCHOR BOLT...........................................................................................................10.9.0-10.9.1
SIDEWALL LATERAL ROOF TO TOP PLATE............................................................................................10.10.0-10.10.1
SIDEWALL LATERAL TOP PLATE TO TOP PLATE..................................................................................10.11.0-10.11.1
SIDEWALL LATERAL TOP&BOTTOM PLATE TO STUD......................................................................10.12.0-10.12.1
SIDEWALL LATERAL BOTTOM PLATE TO PERIMETER.......................................................................10.13.0-10.13.1
SIDEWALL LATERAL PREIMETER TO SILL PLATE...............................................................................10.14.0-10.14.1
RIDGE BEAM/BOARD TO TRUSS/RAFTER CONNECTION SUMMARY............................................10.15.0-10.15.2
MATEWALL UPLIFT OPENING STRAP SUMMARY CHART...............................................................10.16.0-10.16.3
MATEWALL UPLIFT ROOF TO MATEWALL SUMMARY CHART.......................................................I O.17.0-10.17.1
RESERVED.....................................................................................................................................................................10.18.0
GABLE WALL LATERAL TOP&BOTTOM PLATE TO STUD-EXPOSURE C and D........................10.19.0-10.19.2
GABLE WALL LATERAL BOTTOM PLATE TO PERIMETER-EXPOSURE C and D...........................10.20.0-10.20.2
GABLE WALL MISCELLANEOUS CONNECTIONS................................................................................................10.21.0
FLIP EAVE OVERHANG CONNECTION UP TO 16"DEEP-SUMMARY CHARTS-EXP.C..............10.22.0-10.22.3
FLIP EAVE OVERHANG CONNECTION UP TO 24"DEEP-SUMMARY CHARTS-EXP.C..............10.22.4-10.22.7
Headers- (2)2x6 SPF#2-CD=1.15-Delta LL=U360
SECTION 6-1 SHEET 6.3.38
CALCULATED BY DB DATE 4/16/2015
REVISED
Header Type (2) 2x6 SPF No.1/No.2 per box deltaLL = L/360CD = 1.15
deltaTL = L/240
Shear Length, Moment Deflection Live Deflection Total Max Max
Load (plf) L„(in) Length, LM (in) Load (80/o TL) Load Length, Allowable Allowable
Length, LdeltaLL(In) LdeltaTL(In) Length (in) Length (ft)
100 420.9 137.8 123.1 130.8 123.1 10.3
150 284.2 112.5 107.5 114.2 107.5 9.0
200 215.9 97.5 97.7 103.8 97.5 8.1
300 147.6 79.6 8 5.3 90.7 79.6 6.6
350 128.1 73.7 81.0 86.1 73.7 6.1
400 113.5 68.9 77.5 standardMVv SpaF1 9 5.7
450 102.1 65.0 74.5 79.2 65.0 5.4
500 93.0 61.6 72.0 76.5 61.6 5.1
550 85.5 58.8 69.7 74.1 58.8 4.9
600 79.3 56.3 67.7 72.0 56.3 4.7
650 74.1 54.1 65.9 70.1 54.1 4.5
700 69.6 52.1 64.3 68.4 52.1 4.3
750 65.6 50.3 62.9 66.8 50.3 4.2
800 62.2 48.7 61.5 65.4 48.7 4.1
850 59.2 47.3 60.3 64.1 47.3 3.9
900 56.5 45.9 59.2 62.9 45.9 3.8
950 54.1 44.7 58.1 61.7 44.7 3.7
1000 52.0 43.6 57.1 60.7 43.6 3.6
1050 50.0 42.5 56.2 59.7 42.5 3.5
1100 48.3 41.6 55.3 58.8 41.6 3.5
1150 46.6 40.6 54.5 57.9 40.6 3.4
1200 45.2 39.8 53.7 57.1 39.8 3.3
1250 43.8 39.0 53.0 56.3 39.0 3.2
1300 42.5 38.2 52.3 55.6 38.2 3.2
1350 41.4 37.5 51.7 54.9 37.5 3.1
1400 40.3 36.8 51.1 54.3 36.8 3.1
1450 39.3 36.2 50.5 53.6 36.2 3.0
1500 38.3 35.6 49.9 53.0 35.6 3.0
Notes:
1• Headers are designed for a maximum live load deflection of L/360 and total load deflection of L/240.
See door/window manufacturer's specifications for additional requirements.
Headers- (3) 2x6 SPF#2-CD=1.15- Delta LL=L/360
SECTION 6-1 SHEET 6.3.40
CALCULATED BY DB DATE 4/16/2015
REVISED
Header Type (3) 2x6 SPF No.1/No.2 per box deltaLL = L/360CD = 1.15
deltaTL = L/240
Shear Length, Moment Deflection Live Deflection Total Max Max
Load (plf) L (in) Length, LM (in) Load (80/o TL) Load Length, Allowable Allowable
Length, LdeltaLL (In) LdeltaTL (In) Length (in) Length (ft)
100 625.8 181.0 140.9 149.7 140.9 11.7
150 420.9 147.8 123.1 130.8 123.1 10.3
200 318.4 128.0 111.8 118.8 111.8 9.3
250 256.9 114.5 103.8 110.3 103.8 8.6
300 215.9 104.5 97.7 103.8 97.7 8.1
350 8 92.8 98.6 92.8 7.7
400 standard span.$)tV 88.7 94.3 88.7 7.4
450 147.6 85.3 85.3 90.7 85.3 7.1
rnn -83 L
550 122.8 77.2 79.8 84.8 77.2 6.4
650 105.6 71.0 75.5 80.2 71.0 5.9
700 98.8 68.4 73.6 78.3 68.4 5.7
750 93.0 66.1 72.0 76.5 66.1 5.5
800 87.8 64.0 70.4 74.8 64.0 5.3
850 83.3 62.1 69.0 73.3 62.1 5.2
900 79.3 60.3 67.7 72.0 60.3 5.0
950 75.7 58.7 66.5 70.7 58.7 4.9
1000 72.5 57.2 65.4 69.5 57.2 4.8
1050 69.6 55.9 64.3 68.4 55.9 4.7
1100 66.9 54.6 63.3 67.3 54.6 4.5
1150 64.5 53.4 62.4 66.3 53.4 4.4
1200 62.2 52.3 61.5 65.4 52.3 4.4
1250 60.2 51.2 60.7 64.5 51.2 4.3
1300 58.3 50.2 59.9 63.7 50.2 4.2
1350 56.5 49.3 59.2 62.9 49.3 4.1
1400 54.9 48.4 58.4 62.1 48.4 4.0
1450 53.4 47.5 57.8 61.4 47.5 4.0
1500 52.0 46.7 57.1 60.7 46.7 3.9
Notes:
1- Headers are designed for a maximum live load deflection of L/360 and total load deflection of L/240.
See door/window manufacturer's specifications for additional requirements.
Headers-(3) 2x10 SPF#2-CD=1.15-Delta LL=L/360
SECTION 6-1 SHEET 6.3.52
CALCULATED BY DB DATE 4/16/2015
REVISED
Header Type (3) 2x10 SPF No.1/No.2 per box deltaLL= L/360 CD = 1.15
deltaTL = L/240
Shear Length, Moment Deflection Live Deflection Total Max Max
Load (plf) L (in) Length, LM (in) Load (80/o TL) Load Length, Allowable Allowable
Length, LdeltaLL(In) LdeltaTL(in) Length (in) Length (ft)
100 1052.5 280.0 236.9 251.8 236.9 19.7
150 707.8 228.6 207.0 219.9 207.0 17.2
200 535.5 1 0id.1 d 199.8 188.0 15.7
-sw_-span jor--mulled-
250 432.1 17.4 185.5 174.6 14.5
300 363.2 i 64.8 174.6 161.7 13.5
350 313.9 149.7 156.0 165.8 149.7 12.5
400 277.0 140.0 149.2 158.6 140.0 11.7
450 248.3 13 143.5 152.5 132.0 11.0
550 206.5 119.4 134.2 142.6 119.4 10.0
65 1177.6 109.8 126.9 134.9 109.8 9.2
700 166.2 105.8 123.8 131.6 105.8 8.8
750 156.4 102.3 121.0 128.6 102.3 8.5
800 147.7 99.0 118.5 125.9 99.0 8.3
850 140.1 96.0 116.1 123.4 96.0 8.0
900 133.4 93.3 113.9 121.0 93.3 7.8
950 127.3 90.9 111.9 118.9 90.9 7.6
1000 121.9 88.6 110.0 116.9 88.6 7.4
1050 117.0 86.4 108.2 115.0 86.4 7.2
1100 112.5 84.4 106.5 113.2 84.4 7.0
1150 108.4 82.6 105.0 111.5 82.6 6.9
1200 104.7 80.8 103.5 110.0 80.8 6.7
1250 101.2 79.2 102.1 108.5 79.2 6.6
1300 98.0 77.7 100.8 107.1 77.7 6.5
1350 95.1 76.2 99.5 105.7 76.2 6.4
1400 92.4 74.8 98.3 104.5 74.8 6.2
1450 89.8 73.5 97.2 103.2 73.5 6.1
1500 j 87.4 72.3 96.1 102.1 72.3 6.0
Notes:
1• Headers are designed for a.maximum live load deflection of L/360 and total load deflection of L/240.
See door/window manufacturer's specifications for additional requirements.
Headers-(3) 1.5"x9.25" LVL Headers CD=1.15- Delta LL=U360
SECTION 6-1 SHEET 6.5.88
CALCULATED BY DB DATE 4/16/2015
REVISED
Header Type: (3) 1.5" x 9.25" LVL per box deltaLL= L/360CD = 1.15
deltaLL = L/240
Shear Length, Moment Deflection Live Deflection Total Max Max
Load (plf) L„(in) Length, LM (in) Load (80/o TL) Load Length, Allowable Allowable
Length, LdeltaLL(in) LdeltaTL(In) Length (in) Length (ft)
100 2201.3 481.8 266.8 283.5 266.8 22.2
150 1473.7 393.4 233.1 247.7 233.1 19.4
200 1109.9 340.7 211.8 225.0 211.8 17.6
250 891.6 304.7 196.6 208.9 196.6 16.4
300 746.1 278.2 185.0 196.6 185.0 15.4
350 642.2 257.5 175.7 186.7 175.7 14.6
400 564.2 240.9 168.1 178.E
450 503.6 227.1 161.6 171.7 161.6 13.5
500 455.1 215.5 156.0 165.8 156.0 13.0
550 415.4 205.4 151.2 160.6 151.2 12.6
600 382.3 196.7 146.8 156.0 146.8 12.2
650 354.3 189.0 43.0 151.9 143.0 11.9
700 330.3 182.1 1 .5 148.2 139.5 11.6
750 309.5 175.9 " u,a 136.3 11.4
f�i'._centetgir_der__._._
800 291.4 170.3 133.4 tOal_�Oad'; 133.4 11.1
850 275.3 165.3 130.7 130.7 10.9
900 261.0 160.6 128.3 136.3 128.3 10.7
950 248.3 156.3 126.0 133.9 126.0 10.5
1000 236.8 152.4 123.8 131.6 123.8 10.3
1050 226.4 148.7 121.8 129.5 121.8 10.2
1100 216.9 145.3 120.0 127.5 120.0 10.0
1150 208.3 142.1 118.2 125.6 118.2 9.9
1200 200.4 139.1 116.5 123.8 116.5 9.7
1250 193.1 136.3 115.0 122.2 115.0 9.6
1300 186.4 133.6 113.5 120.6 113.5 9.5
1350 180.2 131.1 112.1 119.1 112.1 9.3
1400 174.4 128.8 110.7 117.6 110.7 9.2
1450 169.0 126.5 109.4 116.3 109.4 9.1
1500 1 164.0 124.4 108.2 115.0 108.2 9.0
Notes:
1 Headers are designed for a maximum live load deflection of L/360 and total load deflection of 1-/240.
See door/window manufacturer's specifications for additional requirements.
Headers- (3) 1.5"x9.25" LVL-CD=1.00- Delta LL=U360
SECTION 6-1 SHEET 6.2.88
CALCULATED BY DB DATE 4/16/2015
REVISED
deltaLL = L/360
Header Type: (3) 1.5" x 9.25" LVL per box CD = 1.00
deltaTL = L/240
Shear Length, Moment Deflection Live Deflection Total Max Max
Load (plf) L (in) Len Load 80%TO Load Length, Allowable Allowable
fd girder'f166fioad fLL (in) LdeltaTL(In) Length (in) Length (ft)
100 1916.E ?:ly:. x.`_�-_��� 283.5 266.8 22.2
150 1283.9 366.8 233.1 247.7 233.1 19.4
200 967.6 317.7 211.8 225.0 211.8 17.6
250 777.7 284.1 196.6 208.9 196.6 16.4
300 651.2 259.4 185.0 196.E
350 560.8 240.1 175.7 186.7 175.7 14.6
450 440.3 211.8 161.6 171.7 161.6 13.5
500 398.1 200.9 156.0 165.8 156.0 13.0
550 363.6 191.6 151.2 160.6 151.2 12.6
600 334.9 183.4 146.8 156.0 146.8 12.2
650 310.5 176.2 143.0 151.9 143.0 11.9
700 289.7 169.8 139.5 148.2 139.5 11.6
750 271.6 164.1 136.3 144.9 136.3 11.4
800 255.8 158.8 133.4 141.8 133.4 11.1
850 241.8 154.1 130.7 138.9 130.7 10.9
900 229.4 149.8 128.3 136.3 128.3 10.7
950 218.3 145.8 126.0 133.9 126.0 10.5
1000 208.3 142.1 123.8 131.6 123.8 10.3
1050 199.3 138.6 121.8 129.5 121.8 10.2
1100 191.1 135.5 120.0 127.5 120.0 10.0
1150 183.6 132.5 118.2 125.6 118.2 9.9
1200 176.7 129.7 116.5 123.8 116.5 9.7
1250 170.3 127.1 115.0 122.2 115.0 9.6
1300 164.5 124.6 113.5 120.6 113.5 9.5
1350 159.1 122.3 112.1 119.1 112.1 9.3
1400 154.1 120.1 110.7 117.6 110.7 9.2
1450 149.4 118.0 109.4 116.3 109.4 9.1
1500 145.0 116.0 108.2 115.0 108.2 9.0
Notes:
1 Headers are designed for a maximum live load deflection of L/360 and total load deflection of U240.
See door/window manufacturer's specifications for additional requirements.
Headers-(1) 1.5"x11.25" LVL Headers CD=1.15- Delta LL=U360
SECTION 6-1 SHEET 6.5.90
CALCULATED BY DB DATE 4/16/2015
REVISED
Header Type: (1) 1.5" x 11.25" LVL per box deltaLL= L/360 CD = 1.15
deltaTL= L/240
Deflection Live Deflection Total Max Max
Load (plf) Shear Length, Moment Load (80%TL) Load Length, Allowable Allowable
L (in) Length, LM (in) Length, LdeltaLL(in) LdeltaTL(In) Length (in) Length (ft)
100 907.4 311.3 225.0 239.1 225.0 18.8
150 612.5 254.2 196.6 208.9 r 196.6 16.4
200 465.0 220.1 178.6 189.8 178.6 14.9
300 317.5 179.7 156.0 165.8 156.0 13.0
350 275.3 166.4 148.2 157.5 148.2 12.3
400 243.7 155. 150.6 141.7 11.8
450 219.2 146.
rnw;Cig
I ���_.be; cr i - - 144.8 136.3 11.4
1 .a
rea#-Room/, _ --
500 199.5 139. 139.8 131.6 11.0
Dining--Rooml-�.
550 183.4 132. I#Ghen -` r 135.5 127.5 10.6
600 170.0 127. 131.6 123.8 10.3
650 158.6 122.1 120.6 128.1 120.6 10.0
700 148.9 117.7 117.6 125.0 117.6 9.8
750 140.5 113.7 114.9 122.1 113.7 9.5
800 133.1 110.1 112.5 119.5 110.1 9.2
850 126.6 106.8 110.2 117.2 106.8 8.9
900 120.8 103.8 108.2 114.9 103.8 8.6
950 115.7 101.0 106.2 112.9 101.0 8.4
1000 111.0 98.4 104.4 111.0 98.4 8.2
1050 106.8 96.1 102.8 109.2 96.1 8.0
1100 102.9 93.9 101.2 107.5 93.9 7.8
1150 99.5 91.8 99.7 105.9 91.8 7.6
1200 96.2 89.9 98.3 104.4 89.9 7.5
1250 93.3 88.0 96.9 103.0 88.0 7.3
1300 90.6 86.3 95.7 101.7 86.3 7.2
1350 88.1 84.7 94.5 100.4 84.7 7.1
1400 85.7 83.2 93.4 99.2 83.2 6.9
1450 83.5 81.8 92.3 98.1 81.8 6.8
1500 81.5 80.4 91.2 96.9 80.4 6.7
Notes:
1. Headers are designed for a maximum live load deflection of U360 and total load deflection of U240.
See door/window manufacturer's specifications for additional requirements.
Headers- (2)2x10 SPF#2-CD=1.15-Delta LL=U240
SECTION 6-1 SHEET 6.3.20
CALCULATED BY DB DATE 4/16/2015
REVISED
Header Type (2) 2x10 SPF No.1/No.2 per box deltaLL= L/240 CD = 1.15
deltaTL= L/180
Shear Length, Moment Deflection Live Deflection Total Max Max
Load (plf) L (in) Length, LM (in) Load (80%TL) Load Length, Allowable Allowable
Length, LdeltaLL(In) LdeltaTL (In) Length (in) Length (ft)
100 707.8 213.2 236.9 242.1 213.2 17.8
150 478.0 174.1 207.0 211.5 174.1 14.5
200 363.2 150.8 188.0 192.1 150.8 12.6
250 294.2 134.8 174.6 178.4 134.8 11.2
300 248.3 123.1 164.3 167.8 123.1 10.3
350 215.4 114.0 156.0 159.4 114.0 9.5
400 190.8 gna a j.4 n o 152.5 106.6 8.9
450 171.7 SW fd-tOtai 103t�_4 _ _ 146.E
100.5 8.4
500 156.4 95.4 138.5 141.6 95.4 7.9
550 143.8 90.9 134.2 137.1 90.9 7.6
600 133.4 87.0 130.4 133.2 87.0 7.3
650 124.5 83.6 126.9 129.7 83.6 7.0
700 117.0 80.6 123.8 126.5
750 110.4 77.9 121.0 123.7 77.9 6.5
800 104.7 75.4 118.5 121.0 75.4 6.3
850 99.6 73.1 116.1 118.6 73.1 6.1
900 95.1 71.1 113.9 116.4 71.1 5.9
950 91.1 6b.2 111.9 114.3 69.2 5.8
1000 87.4 67.4 110.0 112.4 67.4 5.6
1050 84.1 65.8 108.2 110.5 65.8 5.5
1100 81.2 64.3 106.5 108.8 64.3 5.4
1150 78.4 62.9 105.0 107.2 62.9 5.2
1200 75.9 61.5 103.5 105.7 61.5 5.1
1250 73.6 60.3 102.1 104.3 60.3 5.0
1300 71.5 59.1 100.8 102.9 59.1 4.9
1350 69.6 58.0 99.5 101.7 58.0 4.8
1400 67.7 57.0 98.3 100.4 57.0 4.7
1450 66.0 56.0 97.2 99.3 56.0 4.7
1500 64.5 55.1 96.1 98.2 55.1 4.6
Notes:
1 Headers are designed for a maximum live load deflection of L/240 and total load deflection of L/180.
See door/window manufacturer's specifications for additional requirements.
Apex Homes
QN-18103
Wind Speeds: 137mph Vult
Exposure: C
Ground Snow Load: 20psf
ASCE: 7-16
Max Mean Roof Height: 20
Page Description
1-2 Design Criteria and Loading
3-4 Cricket Rafters
5 Cricket Connections
NOTE:
-These calculations are applicable only to the structural elements and loading criteria specifically noted herein.
-Structural elements not contained herein are to be constructed in accordance with the prescriptive requirements of the adopted
building code or designed by other registered design professionals.
-Specified design criteria are based solely on information provided by the client and must be verified and approved by the LAHJ.
-Ryan W.Boring,P.E.is not responsible for fabrication or erection.
�F NEB,
z
089347 '�
AR�FESS 10�`��'
Jun 04, 2024
Wind Pressures for Low-rise buildings or buildings with h<60ft
ASCE 7-16:
Wind Speed: 137 MPH Roof Style:Gable (Gable or Hip)
Wind Exposure: C Roof Pitch: 7/12
Mean Roof Height: 20 FT Roof Angle: 30.3
Elevation: 0 FT Max Width: 23.7 ft
Ke: 1.00
Kd: 0.85
Kzt: 1
kt: 0.90
qh: 36.83 psf
Building Type: Enclosed
Gcpi: 0.18
-0.18
Min net pressure: 16 psf
Roof
GCP Area Pos Neg Pressure Area Pos Neg
Zone 1 Min 0.9 -1.8 Zone 1 Min 39.8 -72.9
100 0.9 -0.8 100 39.8 -36.1
Zone 2 Min 0.9 -2.0 Zone 2 Min 39.8 -80.3
100 0.9 -1.2 100 39.8 -50.8
Zone 3 Min 0.9 -3.2 Zone 3 Min 39.8 -124.5
100 0.9 -1.5 100 39.8 -61.9
OH Zl Min -2.6 OH Z1 Min -102.4
100 -1.6 100 -65.6
OH Z2 Min -2.8 OH Z2 Min -109.8
100 -2.0 100 -80.3
OH Z3 Min -4.0 OH Z3 Min -154.0
100 -2.3 100 -91.3
Walls
Gcp Area Pos Neg Pressure Area Pos Neg
Zone 4 10 1 -1.1 Zone 4 10 43.5 -47.1
100 0.825 -0.93 100 37.0 -40.7
Zone 5 10 1 -1.4 Zone 5 10 43.5 -58.2
100 0.825 -1.1 100 37.0 -47.1
Design Pressures
Pressure Area Pos Neg
Zone 1 Min 23.9 -43.8
100 23.9 -21.7
Zone 2 Min 23.9 -48.2
100 23.9 -30.5
Zone 3 Min 23.9 -74.7
100 23.9 -37.1
OH Z1 Min -61.4
100 -39.3
OH Z2 Min -65.9
100 -48.2
OH Z3 Min -92.4
100 -54.8
Zone 4 10 26.1 -28.3
100 22.2 -24.4
Zone 5 10 26.1 -34.9
100 22.2 -28.3
Note:Min area provides the highest loads,10 sq.ft could have a lower load
Page 1 of 5
Design Criteria:
Total Width: 23.666667 ft Top chord DL: 10 psf Vult: 137 mph
Unit Width: 11.83 ft Bottom chord DL: 10 psf Vasd: 106 mph
Pitch: 7/12 Bottom chord LL: 0 psf Exposure:C
Roof Angle: 30.3 deg Stories: 1 Internal Press: 0.18
Wall height: 9 ft Floor Live Load: 40 psf End zone,2a: 6 ft
Overhang: 10 in Floor Dead Load: 10 psf
Blocking Height: 18 in Wall Dead Load: 5 psf
Eave Height: 10 ft Ceiling R value: 30
Min Mean Roof ht: 20 ft Framing Rafters?:n
Mean Roof Height: 15.45 ft Truss Spacing: 16 in oc
Snow Loading:
Ground Snow Load: 20 psf
Snow Thermal factor: 1.1
Snow exposure factor: 1
Snow importance Factor: 1
Flat Roof Snow,Pf: 15.4 psf
Sloped Roof Snow Ps: 15.4 psf
Unbalanced Roof Load: 0.00 psf
Minimum Roof Lr: 17 psf
Page 2 of 5
COMPANY PROJECT
* WoodWorks®
SOFM'ARf FOR WOOD DESIGN
June 3, 2024 18:20 Cricket Rafter
Design Check Calculation Sheet
WoodWorks Sizer 2019 (Update 4)
Loads:
Load Type Distribution Pat- Location [ft] Magnitude Unit
tern Start End Start End
Roof Load Dead Full Area 10.00 (16.0") psf
Roof Load2 Snow Full Area 15.40 (16.0") psf
Roof Load3 Wind Full Area -36.10(16.0") psf
Self-weight Dead lFuil UDL I 1 1 2.2 1 plf
Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in)
13213'
0' 11.372'
Unfactored:
Dead 103 103
Snow 117 117
Wind -275 -275
Factored:
Uplift -103 -103
Total 220 220
Bearing:
F'theta 516 516
Capacity
Joist 387 387
Support 586 586
Des ratio
Joist 0.57 0.57
Support 0.37 0.37
Load comb #2 #2
Length 0.50* 0.50*
Min req'd 0.50* 0.50*
Cb 1.00 1.00
Cb min 1.00 1.00
Cb support 1.25 1.25
Fcp sup 625 625
*Minimum bearing length setting used: 1/2"for end supports
Cricket Rafter
Lumber n-ply, S-P-F, No.1/No.2, W, 1-ply (1-1/2"x7-1/4")
Supports: All -Timber-soft Beam, D.Fir-L No.2
Roof joist spaced at 16.0"c/c; Total length: 13.56'; Clear span(horz): 11.313'; Volume = 1.0 cu.ft.; Pitch: 7/12
Lateral support: top = continuous, bottom =at supports; Repetitive factor: applied where permitted (refer to online help);
This section PASSES the design code check.
Page 3 of 5
❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN
Cricket Rafter WoodWorks®Sizer 2019 (Update 4) Page 2
Analysis vs. Allowable Stress and Deflection using Nos 2018 :
Criterion Analysis Value Design Value Unit Analysis/Design
Shear fv = 24 Fv' = 155 psi fv/Fv' = 0.15
Bending(+) fb = 569 Fb' = 1389 psi fb/Fb' = 0.41
Bending(-) fb = 412 Fb' = 638 psi fb/Fb' = 0. 65
Live Defl'n -0.29 = L/539 0. 66 = L/240 in 0.44
Total Defl'n -0.21 = L/748 1 0.88 = L/180 I in 1 0.24
Additional Data:
FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC#
Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 2
Fb'+ 875 1.15 1.00 1.00 1.000 1.200 - 1.15 1.00 1.00 2
Fb'- 875 1. 60 1.00 1.00 0.330 1.200 - 1.15 1.00 1.00 4
Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 -
E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 4
Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 4
CRITICAL LOAD COMBINATIONS: .
Shear : LC #2 = D + S
Bending(+) : LC #2 = D + S
Bending(-) : LC #4 = 0. 6D + 0.6W
Deflection: LC #4 = 0.6D + 0.6W (live)
LC #2 = D + S (total)
Bearing Support 1 - LC #2 = D + S
Support 2 - LC #2 = D + S
Uplift Support 1 - LC 44 = 0. 6D + 0.6W
Support 2 - LC 44 = 0. 6D + 0.6W
D=dead S=snow W=wind
All LC's are listed in the Analysis output
Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1
CALCULATIONS:
V max = 189, V design = 171 lbs; M(+) = 623 lbs-ft; M(-) = 451 lbs-ft
EIy = 66. 69 lb-in^2
"Live" deflection is due to all non-dead loads (live, wind, snow...)
Total deflection = 1.5 dead + "live"
Bearing: Allowable bearing at an angle F'theta calculated for each support
as per NDS 3.10.3
Lateral stability(-) : Lu = 13.19' Le = 24.25' RB = 30. 6; Lu based on full span
Design Notes:
1.Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design
Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement.
2. Please verify that the default deflection limits are appropriate for your application.
3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
4. SLOPED BEAMS: level bearing is required for all sloped beams.
5. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance.
Page 4 of 5
Drawing Copyright 0 2015
0
M
33 Wilbur Cross Way,Mansfield,CT 06268
Q 101 East River Drive,1st Floor
East Hartford,CT 06108
NIF 860-885-1055 1 www.chacompanies.com
JAMES M. & DIANE M. BAKER
SINGLE FAMILY RESIDENCE NIF
MUNICIPAL WATER & ON—SITE SEPTIC SARAH C. TREMAINE
APPROVED SINGLE FAMILY RESIDENCE SITE
WITH MUNICIPAL WATER & ON—SITE SEPTIC
--� (CURRENTLY VACANT) SITE k
N 47'38'00" E
�o 2 4 2025 t
176.23' N ti
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PREPARED FOR:
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60' (FOUND)
_ 1098 EAST MAIN ROAD
F -S 4T04—_`— FISHERS ISLAND, NEW YORK
NIF
ISLAND FISHER 11V�F LOCATION MAP SCALE 1 "=400'
DEVELOPMENT CORP. FISHERS ISLAND CLUB INC. _75'
SINGLE FAMILY RESIDENCE AREA = .95,370± SF
(MUNICIPAL WATER & ON—SITE SEPTIC) 2. 1;9f AC $ MAP REFERENCES
1. SURVEY MAP PROPERTY TO BE CONVEYED TO MICHAEL O'DAY
NOYES, BLOCK 44 — LOT 13, FISHERS ISLAND, NEW YORK, DATE:
320.7' 02/07/2005, SCALE: 1"=40', BY CME ENGINEERING, LAND
SURVEYING & ARCHITECTURE, PLLC
I z 2. PROPOSED LOT LINE CHANGE PREPARED FOR WALTER C.
FLOWER III, FISHERS ISLAND DEVELOPMENT CORP. JAMES M. BAKER
& DIANE •M. BAKER, BLOCK 44, FISHERS ISLAND, NEW YORK, DATE:
CK
I g EXISTING FOUNDATION t� NIF
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` ! LOCATED 2/5/2025 C; HENRY L. FERGUSON MUSEUM, INC. 02/19/2D08, SCALE: 1 =60 , BY CME ENGINEERING, LAND
BLOCK 44 LOT 7 SURVEYING, & ARCHITECTURE, PLLC
83.2' C (PORTION)
VACANT LAND NOTES•
1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE ,v �� �E'?�y�
INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE ,`@' \� P.
_ F(FOOD)
—— PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR 6 4 C" r
S 46'48'35" W1.18' S 50'47'08' W —— - i;' ,,< zr
EXCEEDS THE SCOPE OF THE ENGAGEMENT.
i
� CA hk
2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY
PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED , ': `, C7
LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. os10
ACCESS AND 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND
/ I UTILITY
SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL
ARE THE PRODUCT OF THE LAND SURVEYOR. AS A tRATON O LAWDIM FOR Y A BM%U LESSPROF EY AF
n a�wotAnaN of uw Fva ANr PERSON,1rraEss 7tIEtt ARE
OR LAIC
4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND s�D=Mt," ITEM`rIfi'uMY WAYDSCAPE . giro KA1%O tt�
GEODETIC SURVEY TRIANGULATION STATION "PROS" "'M11k °� LANDSCAPE 'OR L 1Q�
suRveraR SHALL STAMP 7HE DOCUMENT AND INCLUDE TW
I 60 DATE OOTATMF SUCH AL7ERA IALTEIZED BY'FON AMID A SPECIFIC DESCW710N
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NIF i W
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VACANT LAND =
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I O NIF
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_T1 AREA = 127„766f SF $
2.93f AC f
D S5 PROJECT LOCATION:
� 86 2 EAST MAIN ROAD
&PRIVATE ROAD
3o2.s'
I EXISTING FOUNDATION
I LOCATED 2/5/2025
EA 238.55
No. Submittal I Revision App'd By Date
139.599 N 44 02'23" E
c� 444.40'
o \ 66.26' l..ROD
(CFOUND)
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i'� � (FOUND)
I / LEGEND
N
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U) ACCESS AND _ —
w / \ UTILITY ABUTTERS LINE
w / \ EASEMENT EDGE OF PAVEMENT
\ EDGE OF GRAVEL -------------------
j / L-122.87' \ OVERHEAD WIRES o/w
�
R 220.00' V NOW OR FORMERLY NIF
\ UTILITY POLE —�—
BOUNDARY POINT ID
of
IRON MONUMENT 1®
Z NIF MERESTONE
0 \
FISHERS ISLAND FIRE HYDRANT
�' WATER VALVE FOUNDATION AS-BUILTS
t , BRICK STRUCTURE DEVELOPMENT CORP.
51,
RESIDENTIAL MWV
a \ , (MUNICIPALL WATER & ON—SITE SEPTIC)
C� \
0° NIF Designed By: Drawn By: Checked B :
Y
FISHERS ISLAND ' --- zBC CB
to
DEVELOPMENT CORP. Issue Date: Project No: Scale:
Z SINGLE FAMILY RESIDENCE
(MUNICIPAL WATER & ON—SITE SEPTIC) 1 2/7/2025 86111 1"=40'
L L=171.04'
Drawing No.:
OCK
\ R=350.00'
40 :20 0 40\ SHEET 1 OF 1 GRtAPHIC SCALE IN FEET
ci
CONNECTICUT VALLEY HOMES
SCO17 ANDERSON
APP OUED AS NOTED /. EAST OSTON POST
HOMES
f U� iE BOSTON POSTROAD
�� � P.
# L -' EAST LVME,CTW63711
C O N N E C T I C U T RHODE MLAND DESIGN STUDIO
VALLEY HOMES WESTERLYTRIOMI I
FEE BY: 888~217-8252
riHESE PLANS NAVE PEEN EXTRACTED FROM AVPR'OVED 1 �IIFi UILDING DEPAR ENTAT
�EUILDING SVS�EMS FLED W7 TH III �T A�E�(ZWP 1�/13/23J 631765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS: CUSTOM HOME PLANS FOR
I. FOUNDATION-TWO REOUIRED COMPLY WI4 ALL ODES OF FISHERS RS1-AND
FOR POURED CONCRETE NEW YORK STATE&TOWN CODES RANCH #6
2 ROUGH-FRAMING&PLUMBING AS REQUIRED AND CONDITIONS OF fulLDlr OFF EAST END ROAD
3. INSULATION
EWAY
4'. FINAL•CONSTRUCTION MUSTS N ZBA FISHERS ISLAND FIDCO ,Y 06390
NY, CERTIFICATION FOR MO➢ULARS BE COMPLETE FOR C.O. I0L 'IV1 1"r'`�i� OARD SUFFOLK COUNTY
YES NO _ ALL CONSTRUCTION SHALL MEET THE rc THE FOLLOWING ELEMENTS OF CERTIFICATION �7i L 1 �! lIS'IGES STAGE DATE DRAWN BY
REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWS: REOUIREMENTS OF THE CODES OF NEW SDD PRELIM 3/14/24 SDD
l) DESIGNATED ONLY FOR ERECTION ON A SITE-BUILT PERMANENT FOUNDATION YORK STATE. NOT RESPONSIBLE FOR 2)NOT DESIGNED TO BE MOVED ONCE INSTALLED, + FINAL 3/24/24 ACS
3)DESIGNED AND MANUFACTURED TO COMPLY WITH NATP.ONALLY RECOGNIZED MODEL DESIGN OR CONSTRUCTON ERRORS � r1"y STAMP SET 05/02/24 DJS
BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE HOUSING,
OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY' THE SECRETARY PURSUANT —w��SC�D REV.FINAL 5/15/24 ACS
To TITLE 11 OF THE NATIONAL HOUSING ACT, AND
4)TO THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN -
'L11N A S11E-TiLl1tT F'E"AN'ENT FUL)INDA11ON.
OCCUPANG Ori
�- USE IS UNLAWFUL - -
WITHOUT CERTIFICAT - -
OF OCCUPANCY =
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aw
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U/'4 Vfff7L 716MAi
FINISHED FLDOP THESE PLANS HAVE BEEN EXTRACTED
——————— FROM APPROVED BUILDING SYSTEMS FILE
WITH THE STATE.
FINISHED GRADE
: DO NOT PROCEED WITH
FRAMING UNTIL SURVEY
REAR ELEVATION Must provide Manuals OF FOUNDATION LOCATV1 2476 CUSTOM RANCH
SHIPLOOSE SIDING D, r and S as per FIAS Bc�i,3 APPROVED.
/ THE'Pf,lA'OF
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JOB 84560
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testing required. )F NE�V iERIAL 0000000
W.Bp ��� ILL NAME: A18103
*** OPTIONAL FEATURE. TO THE BEST EIF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT CO Q7 STATE; NY
1T ]S A VIOLATION OF ARTICLE I45 OF THE NEW YORK STATE 7f I
L THIS FACTORY MANUFACTURED HOME <FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING, UNDER THE EXPOSURE
WORK TO BE PERFORMED BY C.V.N., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER CATEGORY:
NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEENY TO CHANGE A.11 exterior lighting t � � *>..r
CTURAL DESIGN
OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER, ORE INTENT, IF ADRAWINGS NDRAWIN ANY G BEARING THE SEATHE L OFF AN ENGINEER IS . NOW
2. THE ENERGY POPTION OF FMH PLAN HAS PEEN PREPARED USING CHAPTER 7HEEDRAWING WITH ARED, THE ITNOTATfONERALTERED SHALL BVx" POLLOWEDS SEAL TBY installed,replaced or zoNE: 20 PSF
NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE D8 `
<ENERGY CODE'S AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION HIS OFHE ALTERATION,THE DATE OF CH ALTERATION, AND A SPECIFIC repaired shall conform � v 9 3 4` - � ZONE: 106 Vasd/137 Vult MP
to Chapter 172 ��ESS 0,
WOAD, 30 PSF
of the Town Code May 28, 2024
:FACE. 1/8"= 1'-0"
AGE #:
A1 . 1
CONNECTICUT VALLEY HOMES
SCOTTANDERSON
EAST LYME MODEL HOMES
128 BOSTON POST ROAD
■■ EASTLYME,CT OBSSS I
Go �� euwoeo.w
r O N N E C T I C U T RHODE ISLAND DESIGN STUDIO
VALLEY HOMES PVEST RLY?RI438B1 I
SS&2174252
rHE,E PLANS HAVE hLEN EXTRAI,TE➢ FROM APPROVED
BUILDING SYSTEMS FILED WITH THE STATE, (OWP 11/13/B'3
CUSTOM HOME PLANS FOR
FISHLERS ISLAND
RANCH #6
bUILIJlk' LUL.AIIUN
OFF EAST END ROAD
@1 FIDCO GATEWAY
FISHERS ISLAND,NY 06390
SUFFOLK COUNTY
STAGE DATE DRAWN BY
SDD PRELIM 3/14/24 SDD
FINAL 3124124 ACS
STAMP SET 05/02/24 DJS
REV.FINAL 5115/24 ACS
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THESE PLANS HAVE BEEN EXTRACTED
FROM APPROVED BUILDING SYSTEMS FILED
_FINISHED GPA_DE WITH THE STATE.
ACCESS TO GRADE xxx
RIGHT SIDE ELEVAT11ON 2476 CUSTOM RANCH
SHIPLOOSE SIDING /
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JOB #: 84560
LINE
OF N 18103FL,
10, ,LR'SAL W.BpR 0000000
� �
=i:
- /2 0 ILL NAME A18103
*** OPTIONAL FEATURE:
't0 THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JVPGMEIVT 1 STATE: NY
IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE 7C
]. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS Y DE DERIVED FROM 1111C,ATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE ' pU EXPOSURE
WORM TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLAITS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER CATEGORY' C
C NO, M1168-2022-075, MANUFACTURER'S NO, M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY,WAY TO CHANGE THE STRUCTURAL DESIGN
OWNER OR THE GENERAL CONTRACTOR AS MODIFIED ]N ANY MANNER OR INTENT, IF A DRAWING HEAPING THE SEAL OF AN ENGINEER IS (f�� �r,1� -,NOW
V 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED THE
ALTERING
IING ENGINEER
SHALL
ALTERED FIX HIS SEAL
FOLLOWED BY C?n o8 A 1\ 70NET 20 PS F
NOTED ON THE CONSTRUCTION AGREEMENT EOP"Y STATE
IS IN FULL COMPLIANCEOWITHNTHEUENERGY CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC C/V ^Q t7 3 4 `\e V WIND
DESCRIPTION OF THE ALTERATION /v'rQr:COQ'O�`V ZONE I 106 Vasd/137 Vult MP
C2 WIND 30 PSF
May 28, 2024
:GALE; 1/8n— 1 L-On
r'AGE u1
A1 .2
I
CONNECTICUT VALLEY HOMES
SCOTTANDERSON
EAST LYME MCOELHOMES
128 BOSTON POST ROAD
■= �_ _ EAST LYME.CT 063331
S aMr+etrne..
CONNECTICUT RHODE ISLAND OFSI,NSTUDIO
VALLEY HOMES WESTERLYT RI 028911
888.2174M
T-THESE PLANS HAVE BEEN EXTRACTED FROM APPRd D 1
(HBUILJ]ING SYSTEMS FILEDV1/13/23)J — — — — — — — — — — — — — — —T 1 r w IMPORTANT NOTE 1 CUSTOM HOME PLANS FOR
rrEv r K c'oDE6"----------'-1 ALL FLOOR COVERINGS TO BE PROVIDED BY BUILDER,
Iaaaa v.C4 YGRK STATE UN.GWR Fu.E FAEVEiA;IGi N�S THEREFORE IT IS THE BUILDERS RESPDIWSIBILITY TD R /p�
BUILDING CODE (WHICH INCORPORATES BY REFERENCE), FISHERS�� ���' `nr
12020 RESIDENTIAL CODE OF NYS I ( IDENTIFY ANY REQUIREMENTS TO APEX HOMES FOR RAISING RANCH #6
12020 ENERGY CONSERVATION CONSTRUCTION CODE OF I
LNYS 2017 NATl LINAL ELECTRICAL CODE______j L — DOORS—, CABINETS, ETC, PRIOR TO CON;STRUCTION_ — J
— BUILDING LOCATION,
GLENCO SYSTEM CALC'SI
F EAST END ROAD
ALL EXT. LOAD BEARING HDR'S, WITH SPAN OF 6'-4' @ FIDCO GATEWAY
OR LESS WILL BE (3) 2x6 SPF #2 ALL OTHERS WILL 76'-1' FISHERS ISLAND,NY06390
HE SPECIFIED, ALL REQUIRED JACK STUDS SHOWN ARE
SUFFOLK COUNTY
2x£ SPF tt2. 2L'-2 1/2' I/2'
ALL M/W HDR'S, WITH SPAN OF 8'-1. OR LESS WILL 11'-9 1/2' UNIT 'E' il'-9 1/2' UNIT 'F'
STAGE DATE DRAWN BY
HE (4) 2x6 SPF #2 ALL OTHERS WILL BE SPECIFIED. 10'-11 1/2' 1L 10'-11 1/2' SDD PRELIM 3114/24 SDDFINAL 3/24/24 ACS
rTISSUE HOLDER - 28' A.F.F. , 6'-7 1/2' 5'-2' 5'-2' 6'-7 1/2' STAMP SET 05/02/24 DJS
TOWEL BAR - 6' AF.FVE VANITY TOP fin. ® ® SAFETY
REV.FINAL 5/15/24 ACS
1 ROBE HOOK - 72' A.F.F, — — — GLAzED DH2840 DH28410 GLAZED y _ _
1 fllENOTEI , )VD24 VH30H ,i,. • • 4 VB30B VD24 '
L1/2' PLYWOOD EXTERIOR WALL SHEATHING J 6. wwovvm FLAW
!#;NOTE, BATH
CUT BACK FLOOR SHEATHING ]i' EACH lim cT p Li
LSIDE OF MARRIAGE WALL OPENINGS TCVM BAR TOM AAA TRVEL IM TDYEL IM -
rWINDOW HEADERS ARE TO BE @ —1 2/4 2/4 -
j6'-10 1/2' UNLESS OTHERWISE NOTE)
TOTE, — — -` — — xtxVINYL PLANK x!E•11VINYL PLANK
iALL ACCESS PANELS TO BE SEDROW#4 mom
FRAMED OUT AND DRYWALLEDI
OVER .... �. .�.. pfs,�sa 1LI { lo
0 7,g 'u, ppp11 VENTTV D,. 21, I �ENTt PRIM.
r!IINOTE
PLAN MAY BE EITHER 0
M n
LROTATED OR MIRROREII I a
— — — — —
GLAZED OPENINGS IN BUILDING ^
LOCATED IN WIND BORNE DEBRIS ^
REGIONS SHALL BE PROTECTED FROM
WIND BORNE DEBRIS AS FULLOVS,
SITE SUPPLIED WOOD
STRUCTURAL PANELS WITH A
MINIMUM OF 7/16 INCH
THICKNESS AND A MAXIMUM SPAN
OF 8 FEET SHALL BE PROVIDED
FOR OPENING PROTECTION IN 3'
ONE AND TWO STORY BUILDINGS. I
PANELS SHALL BE PRE-CUT SO 5'-0' 15'-5' 2'-0' 2'-0' 14'-10' 5'-0'
THAT THEY CAN AF ATTACHED f1
TO THE FRAMING SURROUNDING 10'-7 1/2' "y m Iw 13'-4 1/2'
THE OPENING CONTAINING THE o CLOSET ><fi'I CLOSET o
PRODUCT WITH THE GLAZED ® I ` I 1
a 7'-4' �� I 3'-L' 7'-6' iU
OPENING, PANELS SHALL BE a+ ., DHDH8060 EGRESS E3'=3 DHDH8o60 EGRESS
FASTENED TO THE DWELLING IN It
ACCORDANCE WITH TABLE .r ----
R301.2.1.2, THESE PANELS WILL Fr V. V3624L28 V33a'30H V363oB 4 r
BE PROVIDED AND INSTALLED xxxVINYL PLANK L 1 ( K"B rot i B316H S11 36B aWs *� 1•EI•VINYL PLANK iu
ON-SITE BY OTHERS Fes; MSS�� 1 DN RA -- I 1(LNA,Q7t �p�
"4 +•v", ••• ——_ ` DATA
TA PLATE,SSTA LOCx EF 3-34 #2
w 1 F-1/ EF 1 1//2-84
oa n 14.at� a'n. 9' 7 1/ �f , �o ® 987 I1 n ca
7 3 09MVINYL PLANK k a
LVI 0 p 83>a ^ 4' N 1 1g3 99 GNMTT tYDD
IL80 VENT PROV'D, Axl KRCFEN mu-Ent sCN=SPACE i� 23,f 0 L HT SV� > h-
N t3 TP V FUTURE VENT SAVER ( 11.80 VENT PROV'I 1>�� TP 5
ruVINYI �— P
awVTDKl na PLN1K .'" iu- erxr SHO MOLDING '� 11
NO SEAMS Er
ENRTD 1cAT SLEDS AND "w •i £ L
^ 1 B24B DH3-i8 1S
w uNaet SEATING SIDE PAIINT n�-etrc :.
fU • r TO MATCH lU
I • > I
Q I!'f 1 — ---------------------.�9'r.—��---�---- � —FLAT BAR TOP
17'-9 1/2'
OMIT V-10' SECT e)2x4 SPF#2
30' CLG 6 WALL GYP 1',t4 SPF42 CLG IL WALL GYP G0 2x4 SPF82 • !"
. • m 2x4 SPF#2 OMIT 3'-t0'SECT
1 MV CLG BEAN TO HE
Qj S/C N MW CLG BEAM TO HE I
N • a) 1 1/2'xll 1/4'LVL(I EACH UNIT)
G:) 1 1/2'xll 1/4' LVL(1 EACH UNIT) (1
3' 1' r 3� _L L3' T� 1 13�8 1/2' M 3-9 1/2' 131-7' 3'-11, 8 N
Lro L-------------------- L----------------------- ro S/C
s/ci.. I I I I 1 iv
FN
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2x10vr
Q -1 L—— J GREAT ADC DNM 1Ovriu> •_ e V
® „ ' ■!E•I AT PLANK ROM 1'-5'
FLAT RMY WITH A (U *mmVINYL PLANK Ill �••�
FLUSH CELLING BEAM Z IQ
O
11 GREAT/DINING ROOM �" re ^
?\u TP xtLllcx �Q iu to. enr wmwVINYL PLANK 1r HDLDlR h i
E�xxVINYL PLANK p er. a I PP� o
I 1`l m BEDR40M f8 ! ao �D �3r p`1�( ` R Ey 1 t , 49 � h'l. P L ri \ '�
WN0
0. ~ j� AREA D4CLUDES GREAT, [NIN ROOM AND KITCHEN
^ , $$ ~
AD ♦. 2/4 1F80 Ob?" . 2/4
HERMA
IN 9 LITE
EGRESS 3-2XI0'PF c EGRESS 0 L27r'-
SS EGRESS
HEADER )N{D M2060 3068 DH®0 ...._. DHD®0
45'-0 1/2' DECK'" 34'--6' 6' ]3'-4 1/2' THESE PLANS HAVE BEEN EXTRACTED
4'-O"x W'D'
5'-0' 15'-5' 2'-0' 13'-7' 14'-5 /2' 2'-0' 15'-0' 5'-0' FROM APPROVED BUILDING SYSTEMS FILED
WITH THE STATE.
® R-13 INSULATION INSTALLED IN 2x4 WALLS SHI/FP1
R-21 INSULATION INSTALLED IN 2x6 WALLS 24'-0' 1' 52'-0'
UNIT A & B UNIT C & D 1ST STORY FLOOR PLAN
DESIGN INFORMATION STEPS TO
76'-1' GRADE••• 2476 CUSTOM RANCH
2x10 SPF FLOOR JOISTS @ 16"O.C.
OJ2000 FLOOR JOISTS @ 16"O.C.
INTERIOR WALLS:@ 16"O.C. .irppr
EXTERIOR WALLS:2x6@16"O.C. VIWINCO WINDOW SCHEDULE AroffEs fPA ttc.
MARRIAGE WALLS:2x4 @ 16"O.C. ylys AvL7r AE2
TRUSSIRAFTER:7/12 STORAGE @ 16"O.C. AI/D.%1t rIWQ Ad froa
S-SERIES Rcur.H DPENvia U VALUE JOB #
PBONr, (cyoJ ssy-tfdf
WINDOWS:IWINCO S SERIES DH W/O GRIDS
DH2840 28'x40• .30 _ 84560
FOUNDATION TYPE:BASEMENT DH4060 40'x6O' .30 QUOTE
1ST FLOOR CENTER GIRDER: (6)1 1/2"x9 IA"LVL(3 EACH UNIT) DHDH8060 8Vx60 .30 QF NFL, #, 18103
1 ST FLOOR SO.FT.: 2,371 DHDHDH12060 120'x60 .30 ` SERIAL /�
�
SEE RES-CHECK AND CROSS SECTION FOR INSULATION VALUES NN BO O
R �' #' 0000000
ELECTRIC BASEBOARD HEAT �� �2 if� FILE NAME, A18103
J"
*** OPTIONAL FEATURE■ 'TO TW_BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT STATE
* NY
L THIS FACTORY MANUFACTURED HOME(FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAV FOR TION F ARTICLE
RTIC PERSON, OF T ACNEWTING UNO STATE
i 1� EXPOSURE
WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPR13VEO BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER CATEGORY, C
NO. M1168-2022-075, MANUFACTURER'S NO,M1168, WHICH HAS NOT BEEN '_
NOD[FiED IN ANY MANNER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN \
OWNER OR THE GENERAL CONTRACTOR AS OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS S SEAL TOp SNOW
2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED,DRAING WITH A THE NNOTATION'ALTERED Y SHALL X' FIOLLOWE BY Bg 3 4 2' zaNE, 20 PSF
NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC WIND
ITH(ENERGY CODE) AND IS IN FULL COMPLIANCE V THE ENERGY CODE DESCRIPTION(IF THE ALTERATION. FESS lO ZONE, 106 Vasd/137 Vult MP
WIND
May 28, 2024 LOAD 30 PSF
SCALE, 1/8"= 1 E-01'
PAGE RI
A1 .3
CONNECTICUT VALLEY HOMES
SCOTTANDERSON
EAST LYME MODEL HOP IES
128 BOSTOH POST ROAD
.� EASTLYME,CT063331
CONNECTICUT RHODE ISLAND DESIGN STUDIO
VALLEY HOMES WESTULY R 2M 1
88831741252
rTHESE FLANS HAVE BEEN EXTRACTED FRON APPROVED 1
E IL➢IG SYSTEMS FILED WITH THE STATE <DVP 11/13/23)
CUSTOM HOME PLANS FOR
FISHLRS ISLAND
RANCH #6
BUILDING LOCATION,
OFF EAST END ROAD
@ FIDCO GATEWAY
PANEL BOX FISHERS ISLAND,NY 06390
CRT HRK IVaLT WERE TYPE TYPE WIRE LT BRK CRT
SUFFOLK COUNTY
RLf R[IiclCA itIK 1 am hit% ia-C AlI Af L1 f iC•Y jiff aA IE &1I AiTtatM111.L
3 AFCI 12-2 120 PDA 4 SHALL APPLIANCE STAGE DATE DRAWN BY
RANGE 5 40A 240 8-3 AFCI 14-2 120 15A 6 GENERAL LIGHTING
SDD PRELIM 3/14/24 SDD
MICROWAVE 7 20A 120 12-2 AFCI AFCI 12-2 120 20A 8 SHALL APPLIANCE
DISH WASHER 9 20A 120 12-2 AFCI AFCI 14-2 120 15A 10 GENERAL LIGHTING FINAL 3/24/24 ACS
EXTERIOR GFI 11 20A 120 12-2 AFCI AFCI 14-2 120 15A 12 GENERAL LIGHTING
STAMP SET 05/02/24 DJS
EXTERIOR GFI 13 20A 120 12-2 AFCI AFCI 14-2 120 15A 14 GENERAL LIGHTING
15 AFCI 12-2 120 20A 16 BATH GFI REVYINAL 5/15/24 ACS
ELECTRIC N1FAT 17 ?Ctq 240 t2-2 AFCI 12-2 120 MA 18 BATH GFI
1.4
ELECTRIC)EAT 21 2^R 2411 12-2 AFCI 14-2 120 15A 22 GENERAL LIGHTING • • _
23 AFCI 12-2 L20 20A 24 BATH GFI ( • I an _
EL£CYPT£HEAT 25 2^A 240 i2-2 AFCI 12-2 L20 20A 26 BATH GFI 32
4
27 AFCI 14-2 L20 15A 28 GENERAL LIGHTING
ELECT,--WAY CA 240 12-2 1IND VT, I'M WT.
29 AFC[ 14-2 L20 15A 30 GENERAL LIGHTING 1 j Lt -
r TX.HTR TX.HTR
EIECYRSC f?"Pi
31 ?^A 240 12-2 -AFCI 12-2 L20 20A 32 BATH GF[ I
( __ 4', - -
33 4 AFC[ I2�2 120 20A 34 BATH GFI
35 AFCI 14-2 L20 15A 36 GENERAL LIGHTING r J L
E;_ECfP;£Hr'AT 3? 2"A P40 12-2 oe etNCF
L'LECTR1r HFAT 39 LOA 240 12-2 42 LEVITON LEVITON _
TIMER TIMER
ELECTIIC HEAT 45 20A 240 12-2 46 SWITCH SWITCH -
47 48
49 SO _ -
51 52 _
53 54
BOX AND BLOCK BOX AND BLOCK
FOR PADDLE FAN FOR PADDLE FAN
Q43/45 Q
39/41
- I I
I
I I
i
OC N
z
�g I
I i
a osu E°T IIj X I ac CLO*7
LIUH
SWITCH L— j 36 1
c
VV/E8'COILSLBAII
6'0"-1500V I fit 1 I t 6'0"-1500V !8
I2I �` 5JE
TO H 3 _ `——_- 0�{'. MMO �iTIMER RG NCY — F 1 I � K�KTR_— OGVfIWIN TZ $ViEVITON I i �___—____ r — —_TIMER `� LEVIT13NSWITCBDX AND BLOCK J 19/21 iV t y4u_1Y n'1 TIMER
FIR PADDLE FANSWITCHrBAIM /L�4-------- — atERGENCY SHUT OFF I I i ____0Ji SWRCH O YY ASF ( ' I r_ --BOX AND BLOCKFOR PADRE FAN
....�---- -____.._` I 1 1 1 Jp IN y I F ( I FOR RADON PUMP
1snTt P -- P
1 I I
IL-------- ------ ---- 1
El
EELECDROPS
/22'COILS • 2 — 51 •
I x11y I —�
I
to LEAT C ROM •
-------- -- ---------
NEON
PIL01I ( S
L ---------- LIGH L I L ' L
I t___
/ I 3L/33 ———BOt AND HIACK $-)E
A"v rvw ! SVlT H \� � P`-�� I y ( P^ AO°H'4" FOR PADDLE FAN_
• fQt PADDLE FAN / FOR PADDLE FAN I I FOR PADDLE FANEVIT
t
— l`- TIMER ow" I�1 -__ / 35/37
SWITCH I 1 TIL [TON
I SWITCH
24 „� I 8 14 �•
an 60"-ISOOW ri 6'0"-t500V I 3 i 3'O"-75OW 6ro"-t500W at
11S�B _
_ 13 DECK••• -
4'-0•x8-0• THESE PLANS HAVE BEEN EXTRACTED
FROM APPROVED BUILDING SYSTEMS FILED
WITH THE STATE,
SH1
2476 CUSTOM RANCH
•/ZP X zkpjty iY�
HONES of rA Lm..
Pr Pe worm S"
"P,flwDRQ h IX?a
reoivw.•/ero/s�P--0
JOB `r ` 84560
QUOTE 18103
SERIAL
Ow B0 x1 0000000
i/ O FILE NAME, A18103
*** OPTIONAL FEATURE• -M THE BEST OF MY KNOWLEDGE, BELIEF AND PRDFESSMNAL JUDGMENT y
STATE, NY
4 THIS FACTORY MANUFACTURED HOME(FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LLAAW FOR ANYTION OF RTICLE 145 OF PERSO,UNLESSHACTt G UNDER W Y13RK STATE
TFE ,u EXPOSURE
WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTIIX4 Of A LICENSED PROFESSIONAL ENGINEER, TO ALTER CATEGORY, C
NO. FLED 2022-075,MANUFACTURER'S NIL NItbB, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN
OWNER OR THE GENERAL CONTRACTOR AS MODIFIED cn ANY MANNER. oR INTENT, IF A DRAWING BEAREG THE SEAL OF AN ENGINEER IS = SNOW
2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, THE ALTERINGENGINEER SHALL AFFIX HIS SEAL TO t1 O ZONE, 20 PSF
BY
NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE His SIGNATURE, THE DRAVM WITHADAATTEATION OF SUCH ALTERATION, AND`AWED SPECIFIC 9341, �� WIND
(ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATIO4. AR��ESS�oA\D,�. ZONE, 106 Vasd/l37 Vult MP
J \W WIND 30 PSF
May 28, 2024 LOAD
SCALE, 1/8"= 1 1_011
PAGE #I
AlA
I
i
CONNECTICUT VALLEY HOMES
SCOTTANDERSON
EAST IYME MODEL HOMES
128 BOSTON POST ROAD
■■ EAST LYME,CT BH!!!I
L� auwoo-o.w
C O N N E C T I C U T RHODE ISLAND DESIGN STUDIO
P ROAD,VALLEY HOMES WESTERVTR1028211
88&217-8252
TI_77 PLANS HAVE BEEN EX7R7f:7ED FROM APPROVED -I
BUILDING SYSTEMS FILED WITH THE STATE. (DWP 11/13/23)
CUSTOM HOME PLANS FOR
FISHERS ISLAND
RANCH #6
DUILnING LOCATION:
OFF EAST END ROAD
Q FIDCO GATEWAY
FISHERS ISLAND,NY 06390
SUFFOLK COUNTY
STACE DATE DRAWN BY
SDD PRELIM 3/14/24 SDD
FINAL 3124124 ACS
STAMP SET 05/02/24 DJS
REV.FINAL 5/15/24 ACS
GENERAL NOTES 2020 RESIDENTIAL CODE OF NY NOTES ELECTRICAL NOTES - -
1 GASKET OR WEATHERSTRIPPING AND 1, WINDOW EGRESS REQUIREMENTS MEET w 2017 INEC NOTES -
INSULATION, EQUIVALENT TO THE 2U2U (RCNYS, S"LCI'IC1N K,31U,1 1, ALL LIGHT BOXES MUST BE RATED TO SUPPORT 50# FOR WON-PADDLE FANS AND -
INSULATION ON THE SURR❑UNDING 2, VISUAL INSPECTION OF THE 70# FOR' PADDLE FAN BOXES. - -
SURFACES, IS TO BE INSTALLED UPON INSULATION INSTALLATION WILL BE 2, TAMPER RESISTANT ( T.P. ) RECEPTACLES REQUIRED THRU-OUT THE ENTIRE -
COMPLETION OF THE SET-UP OF THE DOCUMENTED BY THE APEX QC HOME, UNLESS NOTED OTHERWISE ON THE PLAN. -
HOME AT CEILING ACCESS PANELS AND DEPARTMENT. 3, ALL BALCONIES, DECKS AND PORCHES ACCESSIBLE FROM INSIDE THE DWELLING -
/ DR PULL DOWN STAIRS ON SITE BY 3. BUILDER TO INSTALL A FRESH AIR UNIT ARE REQUIRED TO HAVE ONE WATERPROOF ( W,P, ) T,R, GFI RECEPTACLE - -
❑TNEP7' INTAK.F FROM THE FIN-S1TF FOPCFD N,�/171,17N'1 T;4C ;r.rll;^',CTEF: Er ;;!:C rn-'�CL'1\/ �``!; nn n�n�! I
".
2, DRYER VENT DUCT SHALL TERMINATE AIR SYSTEM TO MEET THE 4, 1 & 2 FAMILY DWELLINGS ARE REQUIRED TO BE PROVIDED WITH ONE W,P, T,R,
ON AN OUTSIDE WALL OF A BUILDING REQUIREMENTS OF M1507,3,3(1), GFI RECEPTACLE ACCESSIBLE WHILE STANDING AT GRADE LEVEL LOCATED A MAX,
NOT LESS THAN 3'-0' IN ANY 4, HOT WATER PIPE INSULATION SHALL OF 6'-6" ABOVE GRADE AT THE FRONT AND REAR OF EACH DWELLING UNIT,
DIRECTION FROM ANY OPENING INTO BE INSTALLED IN ACCORDANCE W/
THE BUILDING AND MUST BE EQUIPPED SECT. N1103,4.2 OF THE 2020 RCNYS 5, THE (GR❑UNDING CIRCUIT CONDUCTOR FOR THE CONTROLLED LIGHTING CIRCUIT
WITH A BACKDRAFT DAMPER, 5, EXTERIOR WALL FIRE RATING AND SHALL BE PROVIDED AT THE L❑CATION WHERE SWITCHES CONTROLLING LIGHTING
TUB / SHFiV R CFtiv T FFjL VAL'' tS Tu RFOI ITRFTI FTP,F '�;FPARATTFIN LOADS THAT ARE SUPPLIED BY A GROUNDED GENERAL PUPP❑SE BRANCH CIRCUIT
HAVE A HIGH STOP LIMIT SET TO DISTANCES MEET THE REQUIREMENTS FOR OTHER THAN THE FOLLOWING
LIMIT WATER TEMPERATURE TO A PER THE 2020 P.CNYS TABLE 302,1(1) A, WHERE CONDUCTORS ENTER THE BOX ENCLOSING THE SWITCH THROUGH A
MAXIMUM ❑F 120° F (49°C), & (2) RACEWAYY, PROVIDED THAT THE RACEWAY IS LARGE ENOUGH FOP ALL CONDUCTORS,
THE BASEMENT AND / OR ATTIC DOOR 6, BUILDER TO PROVIDE AND INSTALL INCLUDING A GROUNDED CONDUCTOR,
MUST HAVE WEATHERSTRIPPING AND A HIGH-EFFICACY LAMPS IN 75% OF B, WHERE THE BOX ENCLOSING THE SWITCH IS ACCESSIBLE FOR THE INSTALLATION
PERMANENTLY INSTALLED LIGHTING OF AN ADDITIONAL OR REPLACEMENT CABLE WITHOUT REMOVING FINISH MATERIALS
SWEEP PROVIDED AND IN' TAI I_ED F"IYT! IPP1� (lt.I,-cTTF PEP rP_f TTFI .I L VJtit1� J1VHY 'J4J11`l 'F7t'J `V✓1 'IY1 11'V'I'L'U`K!i'L tPVLLLJJt1'K't "J LLI1°il'L'1 W11'ti 3UU 1J '\LJ
❑N-SITE OTHERS, N11041 D, WHERE A SWITCH DOES NOT SERVE A HABITABLE ROOM ❑R BATHROOM
4, ADD BLOCKING
NG IN WALLS ON ALL ENDS 7, ALL WINDOWS WITH OPENINGS WHICH
OF CABINET RUNS FOR BASE, WALL, OPEN 4 INCHES OR GREATER, ARE 72 E, WHERE MULTIPLE SWITCH LOCATIONS CONTROL THE SAME LIGHTING LOAD SUCH
TALL AND VANITY CABINETS TO PULL INCHES ABOVE THE FINISHED GRADE THAT THE ENTIRE FLOOR AREA OF THE ROOM OR SPACE IS VISIBLE FROM THE
SIDE OF CABINETS TIGHT TO THE OR SURFACE BELOW AND THE LOWEST SINGLE DR COMBINED SWITCH LOCATIONS
WALL. PART OF THE CLEAR OPENING IS F, WHER'E LIGHTING IN THE AREA IS CONTROLLED BY AUTOMATIC MEANS
I F-c'7' TIIAf,i -)A r.lrllrc` nPnN /r- TIIE G, \.44E_P'F ? -\,/ITCH CONTP❑I '7 /� PF-('EPTArI_E I ❑AT1C
LL J._ I f ff-i V L`f tf YC".f fL__ f 11 L/v'L f f
FINISHED FLOOR, WILL REQUIRE 6. ALL 115 AND 20 AMPERE 125 AND 250 VOLT RECEPTACLES INSTALLED IN A WET
WINDOW GUARDS PER 2020 RCNYS LOCATI❑9N STILL MUST HAVE AN ENCLOSURE AND COVERS THAT ARE
r------------------—I SECTIONS R312,2, THE WINDOW WEATHEFPPROOF WHETHER AN ATTACHMENT PLUG CAP IS INSERTED OR NOT. ALL
IO - REQUIRED COMPLIANCE SIGN GUARDS WILL BE PROVIDED AND ENCLOSURES AND COVERS INSTALLED IN WET LOCATIONS MUST BE LISTED AS
I R ❑N-SITE BY THE BUILDER I
L----------------- I INSTALLED ON-SITE BY OTHERS, "EXTRA DUTY"
7, A LUMINARIES WEIGHING MORE THAN 50 LBS, SHALL BE SUPPORTED
vvHi� '0%\ iivti ut_iHii 1NIIEPENILIENZLY OF OHE ❑UZLE-T BOX, UNLESS 17 1S LISTED AND MARKETS FOR) THE
MAXIMUMI WEIGHT TO BE SUPPORTED,
SOFFIT, NO SOFFIT
OR CROWN MOLDING A �8, ALL 1120 VOLT SINGLE-PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING
OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS,
DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS BEDROOMS, SUN ROOMS
RECREATION ROOMS CLOSETS, HALLWAYS, LAUNDRY AREA, ❑R SIMILAR ROOMS OR
FRT Styr OR rtlt Lfi..s .:3f IfTLL LL INI,�TLLTLD Lf' f'1 Li.�fLL LUI'fUlltlf'f T1L11V Tf'!�L f'ii\C. rf-i(LT (.lt(i L(Jif
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JF aw �Z 3w aw JH_
w �Z � aw ~ _ �� I-- W361224 CIRCUIT,
= 3 Z Ca Z Z �' _ Ui "" CABINET N/
a �a vuIII Ma a Q` W T = EACHFSIDCR 9, ALL BATHROOM RECEPTACLES, LAUNDRY RECEPTACLES, EXTERIOR RECEPTACLES
W Z ED EF, 64 REF AND ALL RECEPTACLES SERVING KITCHEN COUNTERTOPS, THE DISHWASHER CIRCUIT
= O Z � PANEL
Lj Lo NOTE: OR RECEPTACLES THAT ARE WITH IN 6'-0" OF THE OUTSIDE EDGE OF THE KITCHEN
� = � �' �� o REFRIGERATOR THE NA%;MJH RCLDMNENDCD R[FRILC AAlOR
U J� I SPACE HEIGH„DBEPUREHASED,E7P.THE WIDTH IS SINK INCLUDING RECEPTACLES UNDER THE SINK OR IN CABINETS ARE REQUIRED TO
_ iro ;� THr cnwr n¢T4'r r.anu��,Axm�F nPrr;��,��, IF
MORE HEIGHT OR VID,H IS REOUIREII FOR B E GFI P R❑T E C T E D,
w� w? w? w W ,o W REFRIGERATOR CHOSEN,NOTIFY YOUR SALES
cn m t4 v,w ,n w N ro vi cq W 3''I' REPRESENTATIVE PRIOR TO THE RELEASE OF
a¢ a a ¢¢ CU eq THE HOME FOP PRODUTION
rn,� wJ au wJ v� wfJ CLR,
SEE YOUR BLUEPRINTS AND PRICING/ORDER FOPM REFRIGERATOR CABINET DETAIL
FOR WALL CABINET SIZES AND CEILING HEIGHT, NOT To scALE
THESE PLANS HAVE BEEN EXTRACTED
FROM APPROVED BUILDING SYSTEMS FILED
WITH THE STATE.
2476 CUSTOM RANCH
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* * _OPTIONAL FEATURE: "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT TATE' NY
L� 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM 3SURE
T IS"ATA VIOLATIDN OF ARTICLE 145 OF THE NEW YORK STATE pp 7f
th'ORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DRECTION OF A LICENSED LAW FOR ANY PPROFFESSIONALS ENGINEER, O ALT ACTING UNDER ER 1 ; °� -AT°EGORY: C
NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN
MODIFIED IN ANY MANNER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN d
OWNER OR THE GENERAL CONTRACTOR AS OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS \ NOW
2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARE USING CHAPTER ALTEREDTHE , THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO (, z°NE: 20 PSF
OWED BY
NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YOPK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATUREING W ITHE TH ADA OE AOFO SUCH ALTERATN ' ALTERED BION, AONDLA SPECIFIC dA�93 4 2• \ v WIIVI
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WOAD
May 28, 2024 , 30 PSF
SCALE: 1/QUn— 1!_ou
PAGE q
A1 . 5
I
CONNECTICUT VALLEY HOMES
SCOTT ANDERSON
EAST LANE MODEL MOAIES
128 BOSTON POST ROAD
0 __ EASTM RI
YAIEC33,T i
OVAL-
CONNECTICUT R—EISLANDDFSIONSTUDIO
LEY HOMES 271 POST ROAD, I
WESTERLY 02S91
888.217A13I
rTZS F PLANS HAVE BEEN EXTRACTED FRDM APPROVED —I
Ln1D-DIG SYSTEMS FILED VITH THE ETATE_CDVP 11/13/2M
CUSTOM HOME PLANS FOR
FISHERS ISLAND
RANCH #6
BUILDING LOCATION,
OFF EAST END ROAD
BRACED WALL`7RNErQHUIREMENTS (RANCH) @ FIDCO GATEWAY
PER M K 'T[DENTIAL M$F"EVITA�C TAM RYADdt.a FISHERS ISLAND,NY 06390
CONrt"US S HON IIEATG-WDOD STRUCTURAL I-NC�RrnaD AND eer"BOARD METHOD
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NAM W"Lac-s arr sr-r 7A La m Lae am a" CS yr
ZV=V"Lac-e Srr srr 7A La Le .aa La tea 4r-r yr 23'-8' FINAL 3124/24 ACS
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3Mmx VALL L1w-a err Orr Lu u u .>b La Ar-0 el-vs STAMP SET 05/02/24 DJS
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MUST K LM ER THAN 24•,LOCATED AT EACH OND AND AT LEAST EVERY 25'e'O.0 LONGER TNAM RV,LOCATED AT EACH DID AND AT LEAST EVERY SYr ILC
COMECTIDN OOTUDA cOMtEcrmN CRMRW TEt�
aMrf�MATE MftffOORTS)OR 16 S AT Y�M 1 RS/VOAMEL STAPLES AT Y WAND AT Ir PACING ACTNG(P AALLLL PACEDLS OR WALL AT
L�LOCAAM ACtM S FOR EXTERIOR DICLUDONG MIL DR�V S SET:
ED�i) 6•SPACD/O..NNNE W S fAM.E R60E.ttlJl fOft DITERIDR GYPSUM BOARD MAD.OR DCREV 8I2E,SEE TAKE R70E.SA 7
pA1L aA BATH y
I NTEROt BRACED WALL CAMNECrIDN CRITERW SAM BATH#E
EMOTE,ALL SHEATHING IS TO BE VERTICALLY ALL 1MTERTOR SRACED VALLS MIST HAVE FULL KIDNT DLOC1Oai CONTOADJS RANG LOOM OF BRACED WALL PANEL.
INSTALLED WITH NO HORIZONTAL JOINTS. fASTIXNN TOP MT�L a DWTEItfOlt MAttVM1WT�G I OCKtVID1TGN W NAILS Y 6C RALG M PACED WALL P�AtEV�PAMEL
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L3— 1 1/4 4 9,—1 1/2' 10'-0 112• WITH THE STATE.
24'-0' 52'-0' SHI
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*** OPTIONAL FEATURE: 'To THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT U� �* NY
STATEI
L THIS FACTORY MANUFACTURED HOME<FMM PLAN HAS BEEN DERIVED FROM EDUCATIONILAWTION OF FOR ANYRPRON45 OF UNLESSf1ACTI G UNDER EW YORK STATE
THE EXPOSURE
WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER 6 CATEGORY, C
NO.M1168-2022-075, MANUFACTURER'S NO. M1168,WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN
OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER, OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS = SNOW
2 THE ENERGY PORTMM OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAW THE ING ALTERING
AI NOTATION SHALL ALTERED IS SEAL TO
BY 0 N, ZONE, 20 PSF
NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC 893 4 Z' WIND
(ENERGY CODE) AND IS IN FULL COMPLIANCE VITH THE ENERGY CODE DESCRIPTION IIF THE ALTERATIO p rCc RO 1 ZONE, 106 Vasd/137 Vult MP r`J`)SQL WIND
May 28, 2024 LOAD, 30 PSF
SCALE, 1/8"= 1 1-011
PAGE «I
A1 .6
I
CONNECTICUT VALLEY HOMES
SCOTT ANDERSON
EAST LYAIE MODEL HOMER
128 BOSTON POST ROAD
L♦S_ __ EAST LYME,CT 083331
CONNECTICUT RHODE1SUNDDESIGNSTUDb
VALLEY HOMES 27 POST ROAD,
WESTERLY
ERLY RID2B97 1
8B0.217.9752
rTESE PLANS HAVE BEEN EXTRACTED FFh APPROVED 1
LBL!ILIDS SYSTEMS FILED VITH THE STATE.(DVP 11/13/23)
NOTES, CUSTOM HOME PLANS FOR
L, t'EQUICTCF FAIL ATTACt EIz TO FISHERS ISLAND
SILL WITH 16d NAILS AT 6. O,C,
2. PIER FOOTINGS BASED UPON 2000 RANCH #6
PSF ALLOWABLE SOIL BEARING
PRESSURE BUILDING LOCATION
3, CONCRETE COMPRESSIVE OFF EAST END ROAD
STRENGTHI 2500 PSI
4, M OR S TYPE MORTAR TO BE
FIDCO GATEWAY
USED
FISHERS ISLAND,NY 06390
5, MAX ANCHOR BOLT SPACINGI 6'-0' SUFFOLK COUNTY
O.C. (4'-0' O.C. MAX IN AREAS WHERE
STAGE DATE DRAWN BY
WIND VELOCITY IS 8 OR EXCEEDS 76'-1'
100 MPH) SDD PRELIM 3/14/24 SDD
6. WINDOWS OR VENTS (INSTALLED 26'-2 1/2' 23'-8' 26'-2 1/2' FINAL 3124/24 ACS
BY OTHERS) ARE REQUIRED TO STAMP SET 05/02/24 DJS
PROVIDE 1/150 OF FLOOR AREA AS 11'-10' 11'-10'
FREE VENTILATION AND SHALL BE
LOCATED AS CLOSE TO CORNERS AS REV.FINAL 5115124 ACS
POSSIBLE - - - - - - - - - - - - - - - - - _
7• NOTES ON THIS PACE TAKE — —
PRECEDENCE OVER NOTES ON TYPICAL _ -
FOUNDATION DWG. FD2 — _ - - - - - - - - _ - - - - I -
8, FOUNDATION DRAWINGS ARE TO BE (— I —I
GUIDE ONLY. APEX HOMES
WILL NOT USED AS AACCEPT ANY LIABILITY OR
RESPONSIBILITY FOR INCORRECT I I I
FOUNDATIONS.
NOTE FOR SET CREW1 I
DO NOT USE THE PLATES THAT
COME WITH THE LALLY
COLUMNS, USE THE PLATES
PROVIDED BY C.V,H. WHEN
HOUSE IS DELIVERED.
BASEMENT PLAN t7Iuy,_x.,M C--,r!nm �9 !
ALL DESIGN NOTES AND DETAILS WAIL Foonnc
ARE SUGGESTIVE ONLY, STATE AND I c I f6• I
LOCAL CODES HAVE JURISDICTION
ON DETERMINING MINIMUM a wAIlOYP•)
REQUIREMENTS, IT IS THE OWNER'S I I '
RESPONSIBILITY TO PROVIDE A
SQUARE FOUNDATION AND LEVEL
SILL, TOP OF SILL TO BE WITHIN r— —
W OF LEVEL
(CPL)NOTE1 ( I I
THIS SYMBOL DENOTES A COLUMN I -I
LOCATION REQUIRED TO SUPPORT A
CRITICAL POINT LOAD. THESE
COLUMNS OR DELETED IN MAY NOT
BE MANNER. e RELOCATED BILCO k y OWNER -------� I I I I
LOCAION TBD -. I ( ` I
BILCO
e
THIS FOUNDATION PLAN IS FOR DIMENSIONS �\ I 1 g
E!"_Y. FQL"':R,A.TM%' WALLS, F^QTINCS. It v I
COLUMNS, PIERS, AND SLAB TO BE DESIGNED ( I 6'-V 417361
10 5'-10, 6'-0'
BY OTHERS TO MEET STATE AND/OR (738 PLF) (738 PLF) (738 PLF)
LOCAL CODES, MANUFACTURER ASSUMES NO I ----1 r—
RESPONSIBILITY FOR ERRORS IN THE — -L — — —1— — — — — — — � I I I I I I L- —
CONSTRUCTION OF THE FOUNDATION, ANY — — — — — — — — — — — — — — — —`
AND ALL DIMENSIONS ARE TO BE CHECKED •.,.�
AND VERIFIED (AGAINST THE FLOOR PLAN
'BUILDER COPY') BY BUILDER/DEALER PRIOR • --- L---J L---J — — — — — — — — — — — — — — — — — — — _
TO FOUNDATION CONSTRUCTION. THE — — — — (738 PLF) - I
BUDDER/DEALER MUST CONTACT I �y
INANUFA(iukEk Viin ANY DISCREPANCIES + 2/u8 ' C41 2x10 SPF tit S1W GIRTr£R
PRIOR TO THE START OF CONSTRUCTION O.C. MAX. TO
TIAL LOAD ONLY 1
PROPOSED �
LOCATION r � � � � � � � � � A 2x6
MANUFACTURER WILL NOT ASSUME ANY ' (6) 1 1/2'x9 1/4' LVL FLOOR GIRDER '
EXCEEDSRESPONSIMAXIhWMBILITY FSPACINGROFESUPPORTS AS ( PANEL 14'-0' O.C. MAX. FLOOR LOAD ONLY ' NJ II II II
SHOWN ON THIS DRAWING. 13'-2' O.C. MAX. TOTAL LOAD ONLY
� � � � � �. � � � j I II II 11 , I
WINDOV CENTER LINE LOCATIONS FOR I I �L--VJ L--VJLD--.1 LD
RAISED RANCH AND/OR SPLIT-LEVEL
MCDCLS TQ DC CDTAI;;LD FRC;t 'D-t—
COPY' DRAWINGS. I �>�� UFER GROUND ROD, i� $•
SEE DETAIL ON DRWG, FD2 I �'7'-3' ��8 t, 14'-0' 7'-10' 7'-10' 7'-11 1/2' I
' tumITER TOP <680 PLF) (854 PLF) (854 PLF) (854 PLF)
—� r---� r— --i r---� r---�
03 - SHELF I 1 - - - I I I I I I
- —� e - - i--e- - - -0-1— - - +-- - + -e--I - - —+- a —I— - -
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L---J L- -J LCPL L- J L - LJ L--T-J L-_-J L---J !
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7'-2 LALLY COLUMN I
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' I 30, x 30'CONCRE E
I COLUMN FOOTING
(TV.) w� — —
' I rNOTE1 SPLICES MUST FALL OVER PIERS I
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L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — }- — — — — — — — — — — — — — — — — — — — — — — — — — —
I I THESE PLANS HAVE BEEN EXTRACTED
FROM APPROVED BUILDING SYSTEMS FILED
WITH THE STATE.
OF 4'- W-0' OM
A f
-----------
7'X 7' P.T.POST
17 DIA ONCREIE If WIDE X I7 THICK 2476 CUSTOM RANCH
DECK PIER(IYP.) CONCRETE PAD,
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AQ' �'r/ O FILE NAME1 A18103
*** OPTIONAL FEATURE■ 'M THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT 2
a
srATEs NY
1. THIS FACTORY MANUFACTURED i�ME (PMFO PLAN HAS BEEN DERIVED FROM IT IS A VIOLATION ARTICLE l45 OF THE NEW YORK STATE
EXPOSURE
WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION ION OF A LICENSEDW FOR ANY PPROfESSIONALSENGmEER ACTING TO ALER TER R "L CATEGORri C
NO. MI168-2022-075,MANUFACTURER'S NO. M1168,WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN
OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER, OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS = SNOW
2. THE ENERGY PORTION OF FM<PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 069 ZONEs 20 PSF
NOTED ON THE CONSTRUCTION AGREEMENT S OF NEW YDRK STATE ENERGY CONSERVATION CONSTRUCTION CODE THESIGNATURE,DRAWING WITH A NOTATION 'ALTERED BY• AND A S➢ BY t'
(ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY COIF DESCRIPPTMN THE THE DATE!TISUCH ALTERATi�(, AND A SPECIFIC 3 4 2• v ZONE,
' �IC1�. zoE1 106 Vasd/137 Vult MP
May 28, 2024 LOAD 30 PSF
SCALD 1/8"= 1'-0"
PAGE p1
A1 .7
CONNECTICUT VALLEY HOMES
SCOTTANDERSON
EAST IYRIE MOOED HOMES
128 BOSTON POST ROAD
EAST LYME,CT 0833J 1
CONNECTICUT RHODEISLAHDD11041TUOq
VALLEY HOMES WEST ay Al 02891 1
8W17.8252
rTH?SF PLANS HAVE BEEN EXTRACTED FROM APPROVED 1
LPSLllt SYSTEMS FILED WITH THE STATE.<DVP 11/13/22))
CUSTOM HOME PLANS FOR
FISHERS ISLAND
RANCH #6
BUILDING LOCATIONI
OFF EAST END ROAD
@ FIDCO GATEWAY
FISHERS ISLAND,NY 06390
SUFFOLK COUNTY
STAGE DATE DRAWN BY
SDD PRELIM 3/14/24 SDD
FINAL 3/24124 ACS
STAMP SET 05/02/24 DJS
REV.FINAL 5/15/24 ACS
3' MIN, -
VENT STACK
z '
?U '
WATER TIGHT— WATER TIG -
FNOTEI - - - - - - - - - - - - - -R
SEE HOUSE SPECIFIC RAFTER AND FLOOR PLANS STACK TO EXTEND
FOR ALL CONNECTIONS AND BEAM SIZES r� C3NTM13US RIDGE VENT 12' MIN, BELOW ROOF
L — — — — — — — — — — — — — — — .1 f,��—LrtlD PLUGS AND CONNECTORS INCLUDED) LINE AND BE WATER
1. ALL FLOORS ARE TO BE CONSTRUCTED AS PER R502 TIGHT THRU ROOF
2. ALL WALLS ARE TO BE CONSTRUCTED AS PER R602
PLUMBING VENT THRU ROOF
R-39 FtBERMASS INSILATIIM
WITH VAPOR WRIER NOTED
(BY APEX).Ru aMTI uouS ammo 1. VENT THRU ROOF CONNECTION TO BE
COMPLETED IN FIELD BY
BL➢R/CONTRACTOR.
CLG TO BE O.C. 2. NO REDUCERS ALLOWED ON STACK
BBL 2X6 TOP PLATE COMPRESSION STRIP(CONT.) `.iiT4iitiWiit_mzb c Sir RGLIr.
R-2L FIBERGLASS UNIT TO IRNIT 5/81 DRYWALL
INSULATION WITH r^NNErrrn,M� V2' BOLTS
VAPOR BARRIER WITH VASHiERS AT 49'
O,C. INSTALLLED IN FIELD YA,r1BCGGaAss amrr�E
OR t/2'LMGS AT 42' O.C. �TIONAL So M ARCHULME of
EXT.SIDING 2X4 STUDS t 16.13C INSTALLEDI RJ FIELD
4/4 VINYL V/DBL TOP PLATE L'M Ad.ROC FELT PAPER
IN
2/2'TIRYVAILL Ina•OSS N' aCLI
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17rD:'r:..C::L .C£S-Cn'�tn EXT.SHEATHING In FLOOR lNS1A_ATIDN TO BE PROVIDED tmH SAfnK
7/161 AND INSTALLED BY OTHERS \ CAVES rLASHMO STRIP W NM[xAL
1/2 DRYWALL WEND TO
�24 MIN�S�THE
\ INTERIOR W�M1 LINE<ICE SHEaH
2x6 BOTTOM PLATE 2x4 BOTTOM P �ERLA 3/9' TOLD OSB SUB-FLOOR CENTIME Rmr PMETER7
TOP 1F SILL PLATE R-38 FIBERGLASS INSIxAT ON
BY APEX _ 2x10 SPF S2 FLOOR JOIST t 16.6C WITH VAPO U
R WRIER bd S -rASW
CRY APM DOI CONTOal01JS G.BD
BY BUILDER e' FIBERGLASS
ALUImAM rASaA
ILL SEALER „x TREATED PRESSURE
PLATE •.. - >ns aDrr2T
GRADE TO SILL PER 16d NAILS Q 6' O C P A OR JOIST HANGERS - m td MSR
LOCAL REQUIREMENTS SOLID HL13 WITH SOLID ur
BASEMENT FOUNDATION WALL ON-SITE 01NQT CTOP COURSE) p•�rLLrR
1/2' DIAL 131 EMBEDMENT ANCHOR WITH
eWASH S A BOLTS m At
BOLTS 12' MIN.FROM EACH CORNER AND HY HLDR, SEE FOUNDATION DETAILS WITH WASHERS AT 48'
BASEMENT STAIRS ARE DESIGNED D.C. INSTALLED IN
4'0' Gr_ MAX. THEREAFTER, ONIN. BASED ON 12 COURSE BASEMENT WALL FIELD OR 1/2'LAGS AT ,
TWO PER SILL PLATE) an
WITH FLOOR POURED ONTO FTGS AS 42'G.C. INSTALLED W SHEATHIMO
SHOWN, IT SHALL BE THE FIELD
10' CONCRETE MASONRY UNITS RESPONSIBILITY OF THE BUILDER TO 3 1/2' DIA,#PIPE COLUMN FOR BASEMENT WCATHOR MR�T�
OR POURED CONCRETE WALLS INFORM APEX HOMES IF THIS FOUNDATIONS(ON-SITE BY BUILDER)
8' (12 COURSE) APPLICATION IS DEVIATED FROK
I/2'EXPANSION MIN 4'POURE
PARGING COVERED WITH JOINT CONCRETE SLAB
BITUMINOUS COAT BELOW GRADE
4'PERFORATED
DRAIN AROUND MINIMUM 6 MIL POL VAPOR
FOOTING PERIMETER IN 4'21 STONE BED BARRIER OVER 4.2B STONE BED
MIN, 20'x 10' CONTINUOUS CONCRETE FTG. PADS
CONCRETE FOOTING SEE INDIVIDUALFOUNDATIONPLANS
ALL FOOTINGS SHALL BEAR_ ON FOR SIZE AND /�
SWJt'1Y,VI\Y\i1VM1CLY,�11TN1H1 1.:'-i i/t`I-' Lw:ATz- I.i'_t= 1./t'
EARTH AND SHALL BE
INSTALLED BELOW LOCAL FROST
LINE,
DESIGN BEARING CAPACITY
OF SOIL IS 2000 PSI NOTES,
L ALL MATERIAL TO BE SPF ♦2 UNLESS OTHERWISE SPECIFIED,
FOR INSULATION REQUIREMENTS SEE INDIVIDUAL RES-CHECK,
P. ALL EQUIPMENT,DUCT WORK, CHIMNEYS, AND EXHAUST DUCTS IPR12VIDED AND INSTALLED ON-SITE UNLESS SPECIFIED,
3 ALL VAPOR BARRIERS INSTALLED ON WINTER WARM SIDE
4. SEE RAFTERS CONNECTIONS IN THIS SUBSET PER INDIVIDUAL iPLAN SUBMITTAL,
3. ROOF PITCHES LESS THAN 4/12 AND GREATER THAN 2/12 REQUIRE DOUBLE UNDERLAYMENT W/ASPHALT SHINGLES,
NOTES,
1. ALL STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM THE APPROVED CALCULATIONS, THESE PLANS HAVE BEEN EXTRACTED
2. FOR INSULATION REQUIREMENTS SEE INDIVIDUAL RES-CHECK. FROM APPROVED BUILDING SYSTEMS FILE
3. FOUNDATION DRAWINGS AND DETAILS ARE FOR REFERENCE ONLY. WITH THE STATE.
4, FOUNDATIONS MUST BE DESIGNED BY LICENSED LOCAL PROFESSIONAL FAMILIAR WITH SOIL
CONDITIONS PER LOCAL AND STATE CODES.
5. ROOF SYSTEMSI DESIGN & SPACING OF APPROVED DIESIGN TO SNOW LOADS. REFERENCE THE
APPROVED CALCULATIONS.
6, ALL EQUIPMENT, DUCT WORK, CHIMNEYS, AND EXHAUST DUCTS PROVIDED & INSTALLED ON-SITE
UNLESS SPECIFIED, ALL VAPOR BARRIERS INSTALLED ON WINTER WARM SIDE 2476 CUSTOM RANCH
./lPEX ff'f°"
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SERIAL
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FILE NAMED A18103
*** OPTIONAL FEATURE: 'm THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSEGNAL JUDGMENT /y O�
a * sTATEI NY
L THIS FACTORY MANUFACTURED HOME**0 PLAN HAS BEEN DERIVED FROM EDUCATION LAWION FOR F ARTICLE 4UNLES5 OF S ANTEING UNDER STATE
EXPOSURE
WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY nGS, APPLICATION DIRECTION GF A CREASED PROFESSIONAL ENGINEER, ALTER "L CATEGORY!N0,MI168-2022-075, MANUFACTURER'S NO. M1168,WHICH HAS NOT BEEN = C
MODIFIED IN ANY MANNER, THE DRAWINGS IN MY WAY TO CHANGE THE STRUCTURAL DESIGN
OWNER OR THE GENERAL CONTRACTOR AS OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER ISSNOW
2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED,DROING VLTH ALTERING THE ENGINEER
ALTEREDSHALL
YIX' FISOLSEAL BY ��7� QD � !I \ QNEI 20 PSF
NOTED ON THE CONSTRUCTION AGREEMENT 3 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS DRAWISIGNATNG
THE DATE NOTATION suI BY I AND A SPECIFIC V v 93 4 2' V
(ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION 1F THE ALTERATIIINL A'�F % WIND
'IS�0�`�� ZONE, 106 Vasdi137 VUIt MP
l.f WIND 30 PSF
May 28, 2024 LOAD,
SCALED 1/8"= 11-011
PAGE Nh
A1 .8
CONNECTICUT VALLEY HOMES
SCOTTANDERSON
EAST LYME MODEL HOMES
128 BOSTON POST ROAD
!-� EASTLYME,CT OM3 1
CONNECTICUT RHODE ISLAND DESIGN STUDIO
27IP05T ROAD,
EVALLEY HOMES
WESTERLY RI02891 1
688.21741272
RrESF PLANS HAVE BEEN EXTRACTED FRDM APPROVED -1
DUII�ING SYSTEMS FILED VITH THE STATE�<DVP 11/13/2�
------------ J
1. PIPING SUPPORT, DWV 4'-0' D.C. VER. / 3'-0' D.C. HOR. CUSTOM HOME PLANS FOR
2. TEMPERATURE LIMITING DEVICE TO PE INSTALLED LIN ALL
LAVATORIES, TUBS AND SHOWERS. FISHERS ISLAND
3, EACH FIXTURE SUPPLY RISER FITTED WITH SHUTOFF VALVE RANCH #6
4, WATER LINE SIZED BASED ON 30 PSI AND 80' MAX DEVELOPED
LENGTH BUILDING LOCATION.
5, USE REMOVABLE TRAPS UNDER ALL SINKS TO SERVE AS CLEANOUTS OFF EAST END ROAD
6, ALL SUPPLY AND DRAIN LINES BELOW THE FLOOR ARE SUPPLIED AND
INSTALLED ON SITE BY OTHERS @ FIDCO GATEWAY
8, WATER HEATER PROVIDED AND INSTALLED ON-SITE BY OTHERS. FISHERS ISLAND,NY 06390
WATER HEATER DISCHARGE SHALL BE IN A NON-HAZARDOUS LOCATION SUFFOLK COUNTY
INDICATES DRAIN
STAGE DATE DRAWN BY ALL DWV & SUPPLY LINES — _ — — INDICATES VENT SDD PRELIM 3/14/24 SDD
I BELOW THE FLOOR SHOWN ARE ( _ _ INDICATES DWV PLUMBING ON-SITE BY OTHERS FINAL 3/24/24 ACS
TO BE SIZED BY THE ON-SITE
CONTRACTOR & APPROVED BY I STAMPSET
NAL 05/02/24 DJS
ACS
THE LOCAL BUILDING INSPECTOR. 3' VENT
L _ _ _ _ _ — _ - THROUGH 3' VENT
YROOF THROUGH -
�""'T 3' VENT _
�\ THROUGH!
ROOF
?I
LAV
/ LAV I > \ - -
/ AWc
iu
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a
KIT, SINK
e (�
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LAV SHOWER \ �, � I
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a i SHOWER I> / \
SHOWER WC
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2' VENT /
ROOFFUGH
\ / LAV' �J tre
L V I \� WC
WC I� I `\ // 3/4 t/2 1/2
v LAV
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\ / 3/4 /2
JI I� 1 LAVA / 1, I, / \ 3/4 \ \ WC _.
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3/4\ \
SHOWER � ( I / TUB/SHOWER \ �/ \ \
SHOWER `� h \ 1/2� L2 1/2 1/2 3/4 \
` J `?' We I LAV \\ / TUB/SHOWER 3/4 /
/3/4 �\ \ we
\ / `
1�2 \ ICE MAKER3/4 // \ /2 \ 1/ v LAV
3/4 \
TUB/SHOWER 2
COLD WATER SUPPLY
— — — — 1lOT VAT.f? ZL,^f.Y \ /
\ THESE PLANS HAVE BEEN EXTRACTED
\ / FROM APPROVED BUILDING SYSTEMS FILED
/ WITH THE STATE.
f
y LAV 2476 CUSTOM RANCH
TUB/SHOWER L+
1/2 3/4 ./FP�',Y �rinav�
1/2 �1/2 //3/4 > Ij
\ WC HONES of PA L z In
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3/4 18103
�/3/4 OF N •I
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SERIAL\\ � W. 80,Q j- BI 0000000
WC 3/4 \ ����� a/ O�� FILE NAME! A18103
*** OPTIONAL FEATURE: 'TO THE BEST 13F MY KNOWLEDGE, BELIEF AND PROFESSIlN& MMMENT 1 Y LAV * STATE! NY
L THIS FACTORY MANUFACTURED HOME(FMH) PLAN HAS BEEN DERIVED FROM It IS A VIOLATION IIF ARTICLE 145 OF THE NEW YORK STATE
WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATMN DIRECTION t]AF A 13R ANY
SEDPERSON,UNLESS
SIONAL ENGINEER,ACTING
TOUNDER ALTER \J 2 ` CATEGORY! C
NO. FILEI 022-075, MANUFACTURER'S NO. M1168,WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANCE THE STRUCTURAL DESIGN
OWNER OR THE GENERAL CONTRACTOR AS NO➢IFiEO IN ANY MANNER. OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEERS SNOW
2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER �REq'�ALTERING
rbTNTINEEON SMALLALTERED BVK• rSSEAL BY Op ZOND 20 PSF
NOTED ON THE CONSTRUCTION AGREEMENT OR NEW Y13RK GY CODE) AND S IN FULL COMPUAANCEV M THE ENERGYCODE HIS SIGNATURE, THE DATE Or SUCH ALTERATION, AND A SPECIFIC ,0 9 3 4 2'
WIND
DESCRIPTION OF THE ALTERATION, ROFE'SCJ �p�, ZOND 106 Vasd/l 37 Vult MP
May 28, 2024 WIND 30 PSF
SCALD 1/8"= 1'-011
PAGE #1
A1 .9
I
i
CONNECTICUT VALLEY HOMES
SCOTTANDERSON
EASTLYMEMODEL HOMES
128 BOSTON POST ROAD
■■1! EAST LYME OT 06333 1
L� nw-k.+ono,
CONNECTICUT RHODEISLAND DESIGN STUDIO
III HOMES WESTEPMY EROAVALLEYOST ee,1
SM-21T-0252
CUSTOM HOME PLANS FOR
FISHERS ISL.lk.ND
RANCH #6
BUILDING LOCATION,
OFF EAST END ROAD
@ FIDCO GATEWAY
FISHERS ISLAND,NY 06390
SUFFOLK COUNTY
STAGE DATE DRAWN BY
SDD PRELIM 3114/24 SDD
FINAL 3124124 ACS
STAMP SET 05/02/24 DJS
REV.FINAL 5/15124 ACS
LF
ATTACH RAIL TO TOP CHORD w/(i) 0.131'x3'
NAILS ATTACH RAIL TD RAIL w/(1) 0.131'x3'
NAILS EACH TRUSS BAY, STRAP ACROSS
RIDGE w/SIMPS❑N CS22 STRAP AND (2) zo
0,148'x2,5' NAILS EACH END
ATTACH RAIL TO TOP CHORD w/(1)
0,131'x3' NAILS. ATTACH RAIL TO RAIL
wl(l) 0.131'Y3' NAILS. LAP SHEATHING
ACROSS FLIP RAIL AND ATTACH EACH N�4
TRUSS CHORD w/(l) 0.131'x3' NAILS SOS`
2-U2d
ATTACH STUD TO RAIL w/(2) 0,131'x3' 2x4 SPF #2 # lE6' ❑.0
5'-6' �, 12
NAIL,. ATTACH, RAIL TC TOP ANII
BOTTOM CHORD w/(2) 0,131'x3' NAILS L(5) 0,131'x3' NAILS 16• 7
MINIMUM. STRAP STUD TO TOP AND
BOTTOM CHORD w/SIMPS❑N CS22 STRAP
w/(3) 0,148'x2,5' NAILS EACH END
C3
au
N
o LAP ❑SB SHEATHING ACROSS in
1, ! MARRIAGE LINE (2'-0' MINIMUM
WIDTH) W/ (7) 0.131'x,3' NAILS
EACH END
(1) 7/16'xl 1/2' cx 8'-0' .
GAGE STAPLE 1/210 4'-0' 4'-0'
BOLT
I I N 2x8 SPF #2 @ 16' O.C.
10' (14) 7/16'xl 1/2' GAGE STAPLE Rv=229# Rv=679#
il'-9 1/2' Ru -84# ll'-9 1/2' G° Ru=-335n
23'-8' DO THESE PLANS HAVE BEEN EXTRACTED
FROM APPROVED BUILDING SYSTEMS FILED
WITH THE STATE.
2476 CUSTOM RANCH
OW .BORE OZPEX P.e• iov'
h offEsof P.l,
co or P 2�O�� Momemp g Pi>roa
84560
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18103
e934 N SERIAL 0000000
° 2�
A"FESS 10 � FILE NAME, A18103
May 28, 2024 2 STATE, NY
EXPOSURE C
CATEGORY,
NOTES: S"OW 20 PSF
ZONE,
—CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES/GRADE WIND
—FASTEN BRACING TO EACH INTERSECTING FRAMING MEMBER w.f (2) 0. 131"x3" NAILS ZONE, 106 Vasd/137 Vuit MP
IND
—BRACING MAY BE SUBSTITUTED WITH FULL—HEIGHT BLOCKING BETWEEN FRAMING WOAD, 30 PSF
MEMBERS OR CONTINUOUS SHEATHING SCALE, 1/8"= 1'-0"
—UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT
ULTIMATE WIND SPEEDS ARE 129 MPH AND 154 MPH FOR 100 MPH AND 120 MPH PAGE oI
ALLOWABLE WIND SPEEDS, RESPECTIVELY
A1 . 10
i
CONNECTICUT VALLEY HOMES
SCOTTANDERSON
EASTLYME MODEL HOMES
128 BOSTON POST ROAD
�� EAST LYME,CT 06m 1
CONNECTICUT -ODE ISLAND DESIGN STUDIO
EVALLEY z7,POST ROAD,
HOMES
WESTERLY RI028B1 1
888-217.8252
CUSTOM HOME PLANS FOR
FISHERS ISLAND,
RANCH #6
BUILDING LOCATION,
OFF EAST END ROAD
@ FIDCO GATEWAY
FISHERS ISLAND,NY 06390
SUFFOLK COUNTY
STAGE DATE DRAWN BY
SDD PRELIM 3/14/24 SDD
FINAL 3/24/24 ACS
STAMP SET 05/02/24 DJS
REVYINAL 5115/24 ACS
AT RAFTERS AT PEAK1
ATTACH RAFTER TO RAIL w/(4) 0,131'x3'
11'-7 1/2' NAILS TOED, INTERC❑NNECT RAILS w/(3)
1'-4' 1'-3 1/4' 0.131'x3' NAILS PER BAY. USE (1) CS20
6� �� , STRAP ACROSS RIDGE w/<3) 0.131'x2,5'
�` NAILS EACH END
g 1�.L �. �L• � ro
3,� 2
1
AA.
_ l
ll'-4 1/2'
ATTACH RAFTERS TO RAIL
w/<6) #8x3' TOE SCREW THESE PLANS HAVE BEEN EXTRACTED
FROM APPROVED BUILDING SYSTEMS FILED
AND RAIL TO EACH WITH THE STATE.
INTERSECTING TRUSS
w/<6) #8x3' SCREW
2476 CUSTOM RANCH
OF NE PEx P
P� W so �� BOMESOf-1 tic:
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0693 4 2' � ' SERIAL 0000000
A,�FFSS 10``D� FILE NAME, A18103
Jun 04, 2024 STATE' NY
EXPOSURE C
CATEGORY,
NOTES: SNOW 20 PSF
zI
—CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES/GRADE WIND
—FASTEN BRACING TO EACH INTERSECTING FRAMING MEMBER w/ (2) 0. 131"x3" NAILS ZONEI 106 Vasd/l37 Vult MP
—BRACING MAY BE SUBSTITUTED WITH FULL—HEIGHT BLOCKING BETWEEN FRAMING LWIND
OAD 30 PSF
MEMBERS OR CONTINUOUS SHEATHING SCALE- 1/8"= 1'-0"
—UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT
ULTIMATE WIND SPEEDS ARE 129 MPH AND 154 MPH FOR 100 MPH AND 120 MPH PAGE NI
ALLOWABLE WIND SPEEDS, RESPECTIVELY A 1 . 1 1
I
� Drawing Copyright O 2024
W
I1
Q 400 Capital Boulevard,Suite 301
a Rocky Hill,CT 06067
860-257-45571 www.chacompanies.com
^h
NY Certificate of Authorization#0015021
SITE
LAIf 12.5
SITE
LOIT I2.0
SITE
0 LOr 12.21
o:
�9
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z
SITE DEVELOPMENT PLAN
r - \ PREPARED FOR:
09a� FISHERS ISLAND CLUB, INC.
EAST MAIN ROAD
FISHERS ISLAND, NEW YORK
25•
LOCATION MAP SCALE 1 "=400'
/ MAP REFERENCES
1. SURVEY MAP PROPERTY TO BE CONVEYED TO MICHAEL 0-DAY
NOYES, BLOCK 44 — LOT 13, FISHERS ISLAND, NEW YORK, DATE:
02/07/2005, SCALE: 1"=40', BY CME ENGINEERING, LAND
SURVEYING & ARCHITECTURE, PLLC
56 2. PROPOSED LOT LIME CHANGE PREPARED FOR WALTER C.
FLOWER III, FISHERS ISLAND DEVELOPMENT CORP. JAMES M. BAKER
PROPOSED DEVELOPMENT OF LOT 12 & DIANNE M. BAKER, BLOCK 44, FISHERS ISLAND, NEW YORK, DATE:
((TYP, SEES 5) \ 02/19/2008, SCALE: 1"=60', BY CME ENGINEERING, LAND
\ �0 30• / SURVEYING, & ARCHITECTURE, PLLC
J ( MOTES
1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE •C�OF NEB'Y
INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE P'q 0,p
PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR
EXCEEDS THE SCOPE OF THE ENGAGEMENT. ZZ Cr
2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY 2 c"L _- z
/ \ PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 09g53�
J ARo� P�
3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND ESSt0N
SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL
\ \� F ARE THE PRODUCT OF THE LAND SURVEYOR. Tr IS A VIOLATION OF uw FOR ANY OLLEss
/ ` • \ ! ACRID OLDER PERsorl• THEY ARE
THE DIRECTION OF A LICENSED PROFESSg7M.
/ `� `� ENGRIEDt AROMW.LAWSCAPE ARMTM OR LAND
4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND suRVEYOR M ALTER AN=L ANY WAY F AN rMd NEARING 7W
• •`
GEODETIC SURVEY TRIANGULATION STATION " " STAMP OF A LICETM PROFESSONAL s ALTERm.TE ALTERLG
PROS ,,ACT LAWSCW ARMTEcr OR LAND
` O DATE OF SUCH AUM710N,AND A SPECFIC DESXtlPTON
\ 3 hI0TA710N AL7QtFD B1 FOl1AlY EIRNY 7N SIGNATURE,THE\ �` �` F� o0 5. SITES ARE IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK
TAX MAP 1000, SECTION 010, BLOCK 5, LOTS 12.5, 12.6 & 12.21. OF THE ALTERATION.
\ E `` �`` \�_ 6. SITES ARE LOCATED IN ZONING DISTRICT R-120.
to
PRROVIDE HYDRANT ASSEMBLY ( r
(TYP, SEE SHEET 2)
m \ x0
K. MAG \' \
/ \�` i ,j PROPOSED DEVELOPMENT OF LOT 126
.3 ` (TYP. SEE SHEET 4)
61`00
/ PROPOSED ELEC/TELE/1DATA SERVICES
� TO LOTS 125 do 126 �_ �' `�� 60 � � /
REPLACEMENT OF WATER SERVICES TO LOT 12.21
PROPOSED FIRE APPARATUS \ /�/ ,g, `�\ / / �' \ I (TYP. SEE SHEET 3)
TURN AROUND
` --- \ No. Submittal/Revision Appd, By Date
HEALTH DEPT.
` / 1 COMMENTS PMP 05/09/2024
/ I /
4+0 `— ,. \ u�i `--- / � � BUILDING DEPT.
W �� 2 COMMENTS PMP 09/13/2024
PROPOSED 20' WIDE SHARED DRIVEWAY / j o _ __
TOTAL LENGTH = *105 LF \ — ----` \ — --- 3 BUILDING DEPT.
0 FROM EAST MAIN ROAD \ O — �_ — — 3 COMMENTS PMP 10/07/2024
\ 3 - PROPERTY LINE
ABUTTERS LINE
= 2 �/ a �`' I s� EDGE OF PAVEMENT
01.14 EDGE OF GRAVEL -------------------
PROVIDE HYDRANT ASSEMBLY
i PROVIDE HYDRANT ASSEMBLY ,� + (TYP. SEE SiEET 2) OVERHEAD WIRES o/w
z (TYP. SEE SHEET 2) _ / NOW OR FORMERLY NI
�+ UTILITY POLE -1
Of \ \ \ _ / 3 2 BOUNDARY POINT O
2 / a IRON MONUMENT
Z / MERESTONE
u-, PROVIDE 6' AWWA C900 PVC WATER MAIN /
o _ (TYP. SEE SHEET 2) I
/ FIRE HYDRANT
0 I 86 ; �, WATER VALVE pd OVERALL SITE PLAN
WV
`\ . Ok
o / P� i
I
ODDesigned By: Drawn By: Checked By:
i \ \\ p" xo PMP PMP
>- \ / Q� Issue Date: Project No: Scale:
02/09/2024 086111 1"=40'
U /
Drawing No.:
0
\ /
40 20 0 40 SHEET 1
v i GRAPHIC SCALE IN FEET
ii
I
Drawing Copyright c 2024
PROVIDE 10*x10*x6* TEE, 6- GATE VALVE,
100 PIPE, SOLID SLEEVE CONNECTIONS, & WATER MAIN EXTENSION NOTES
ALL OTHER FITTINGS & RESTRAINED JOINTS
1 CONTRACTOR SHALL COORDINATE WITH THE FISHERS ISLAND
REQUIRED TO PROVIDE A NEW Om STUB FOR
WIATER MAIN EXTENSION i"4.A N
WATER WORKS CORPORATION (631-788-7422) FOR CONNECTION
\ Fr,[ „ ' _!"'vC€'._ TO EXISTING MAIN, CHLORINATION, FLUSHING & PRESSURE
0y,
00 (M'?J, ViA,,
TESTING.
(COORDINATE WITHFI WATER COMPANY)
400 Capital l3oulevard,Suite 301
I-A 2. ANY REQUIRED INTERRUPTION TO WATER SERVICES REQUIRES A
'A Rocky Hill,CT 06067
MINIMUM 24 HOUR NOTICE TO ALL IMPACTED USERS. 860-257-4557 1 www.chacompanles.com
e \ \ /\ ` 3. ALL WATER LINES SHALL BE INSTALLED WITH A MINIMUM OF NY Certificate of Authorization#0015021
r, 4—6" OF COVER. COVER SHALL BE INCREASED AS REQUIRED TO
\ , -r,< " AVOID LOCALIZED HIGH POINTS.
01 t
b 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY TAPS, VALVES,
` ` 0��g ' ` j
N rr 0 N,SJ EQUIPMENT, & LABOR TO DISINFECT, FLUSH, PRESSURE TEST, &
BACTERIA TEST THE WATER MAIN EXTENSION IN ACCORDANCE
........... WITH AWWA STANDARD C651 & THE FISHERS ISLAND WATER
WORKS CORPORATION REQUIREMENTS. THE TABLET
CHLORINATION METHOD INDICATED IN AWWA C651 IS NOT
ALLOWED BY NEW YORK STATE.
------ CHLORINATION MUST MEET
-----PROVIDE & MAINTAIN A CONTINUOUS LINE OF EITHER AWWA B300 OR B301 (HYPOCHLORITE OR LIQUID
PROVIDE THRUST BLOCK
CHLORINE). PER AWWA C651 BACTERIA SAMPLES SHALL CONSIST
PRIDIVIDE HYDRANT ASSEMBLY (TYP, SEE DETAIL) SILT FENCE THROUGHOUT CONSTRUCTION
(TYP, SEE DETAIL) ) _ (TYP, SEE DETAIL) OF 1 SET OF 2 SAMPLES TAKEN 24 HOURS APART, FOR EACH
Aj BACTERIA SAMPLE A FREE RESIDUAL CHLORINE MUST ALSO BE
COLLECTED AND REPORTED. SCDHS MAY REQUIRE ADDITIONAL
PROVIDE 6' GATE VALVE (TYP) LOAM, SEED, & STABILIZE ALL 00 PROVIDE MECHANICAL JOINT FITTINGS & SAMPLES.
Lq
M RESTRAINED JOINTS AS REQUIRED (TYP)
SITE DEVELOPMENT PLAN
DISTURBED AREAS (TYP) + PROVIDE AIR RELIEF VALVE AT 5, THERE ARE NO KNOW DRAINAGE OR SANITARY SEWER LINES IN PREPARED FOR:
7 / 1� � i N j r {' HIGH POINT OF WATER MAIN THE VICINITY OF THE PROPOSED WATER MAIN EXTENSION. IF
(SEE DETAIL) ENCOUNTERED THE WATER MAIN LOCATIONS SHALL BE ADJUSTED
V FISHERS ISLAND CLUB, INC.
TO PROVIDE EITHER A MINIMUM 10 OF HORIZONTAL SEPARATION
OR 18" OF VERTICAL SEPARATION BETWEEN THE Two LINES. EAST MAIN ROAD
2+00 FISHERS ISLAND, NEW PORK
1+01.14 +
0
Z +
07
0--------- -- -----------
71
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V 1
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0
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0
1�4
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LEGEND 0 M.
PROVIDE 6* AWWA C900 PVC WATER MAIN PROPERTY LINE
RECONSTRUCT & WIDEN / 0 A
EXISTING GRAVEL ROAD ABUTTERS LINE \,f,
(TYP. SEE DETAIL)
SEE SHEET 7 FOR PROPOSED A
& DRIVEWAYS ACCESS & UTILITY EASEMENTS EDGE OF PAVEMENT cc
I : (TYP. SEE DETAIL):; / / -------------------
EDGE OF GRAVEL 0r
NOW OR FORMERLY NIF (P
�: / t`t;...?" 1, ;``' \\ UTILITY POLE
I / V, BOUNDARY POINT 0
0 0995,3
1-1 N
DRILL HOLE DHO OFE5SIONP
/ _ _ _ 1 IRON MONUMENT
MONUMENT
IT IS A VIOLAYION OF LAW FOR MY PERSON,UNLESS THEY ARE
^Ne / t \ / ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND
I i t / ' r \ \ ` SURVEYOR TO ALTO AN ITEM IN ANY WAY.IF AN ITEM BEARINO THE
STAMP OF A LICENSED PROFESSIONAL IS ALTERED,THE ALTERING
ENGINEER,ARCHITECT.LANDSCAPE ARCHITECT OR�ND
SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE
NOTATION*ALTERED BY FOLLOWED BY THEIR SIGNATURE,THE
DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION
OF THE ALTERATION.
it i
EXISTING GRADE
i PROPOSED GRADEIi
48 5 4 --
PROPOSED GRADE
PROPOSED GRADE
62
46 52
6 0
EXISTING GRADE
44 5 0
I � e f I i / 58 . . ;. I � �
42 4 8 f
5 6
. .........
No. Submittal/Revision App'd, By Date
40 ------- 46 ..........
54 - Q
HEAL
TH DEPT..
PMP 05/09/2024
WA COMMENTS
44 38 -77
0
IV)
52 ------
6
42
6 b
0
0
Z I
50
<
Z
34 40
WATER MAIN EXTENSION
PLAN & PROFILE
a)
•
48
0 STA 0+00 TO 5+00
0 1 1 20 10 0 20
GRAPHIC SCALE IN FEET
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HORIZONTAL Designed By: Drawn By: Checked By:
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46
2 1 0 2
>- Issue Date: Project No: Scale:
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SHEET 2
0+00 1+00 2+00 3+00 4+00 5+00
Drawing Copyright 0 2024
WATER MAIN EXTENSION NOTES
1. CONTRACTOR SHALL COORDINATE WITH THE FISHERS ISLAND
N/
r WATER WORKS CORPORATION (631-788-7422) FOR CONNECTION
TO EXISTING MAIN, CHLORINATION, FLUSHING & PRESSURE
TESTING,
`;Nl i, I.A ES
A 7"
400 Capital Boulevard,Suite 301
2. ANY REQUIRED INTERRUPTION TO WATER SERVICES REQUIRES A Rocky Hill,CT 06067
860-257-4557 1 www.chacompanies.com
MINIMUM 24 HOUR NOTICE TO ALL IMPACTED USERS.
SEE SHEET 7 FOR PROPOSED
ACCESS & UTILITY EASEMENTS
------ 3. ALL WATER LINES SHALL BE INSTALLED WITH A MINIMUM OF NY Certificate of Authorization#0015021
' 1 _ \ ! 4'-6" OF COVER, COVER SHALL BE INCREASED AS REQUIRED TO
PROVIDE 11" DOMESTIC WATER SERVICE TO EASTING/PROPOSED RESIDENCES AVOID LOCALIZED HIGH POINTS.
PROVIDE METER PIT WITH COPPER METER SETTER, INLET AND OUTLET VALVES
4. CONTRACTOR SHALL PROVIDE ALL NECESSARY TAPS, VALVES,
CAST IRON FRAME & COVER (TYP)
UAL) PROVIDE 6" AWWA C900 PVC WATER MAIN EQUIPMENT, & LABOR TO DISINFECT, FLUSH, PRESSURE TEST, &
I \ ii (AY McDONALD MODEL #780W448WWPP OR APPROVED EQUAL)
ISLAND WATER COMPANY
COORDINATE ALL WORK WITH PROPERTY OWNER AND FISHER (TYP, SEE DETAIL) BACTERIA TEST THE WATER MAIN EXTENSION IN ACCORDANCE
W
11 Z WITH AWWA STANDARD C651 & THE FISHERS ISLAND WATER
=1 WORKS CORPORATION REQUIREMENTS. THE TABLET
CHLORINATION METHOD INDICATED IN AWWA C651 IS NOT
-0 PROVIDE THRUST BLOCK DISTURBED AREAS (TYP)
ALLOWED BY NEW YORK STATE. CHLORINATION MUST MEET
LOAM. SEED, STABILIZE ALL
(rt?, SSE DETAIL) , / i �, ra
EITHER AWWA 8300 OR B301 (HYPOCHLORITE OR LIQUID
AVM _q� _LHOW 31VAlecd CHLOR INE), PER AWWA C651 BACTERIA SAMPLES SHALL CONSIST
Ili PROVIDE MECHANICAL JOINT FITTINGS & OF 1 SET OF 2 SAMPLES TAKEN 24 HOURS APART, FOR EACH
RESTRAINED JOINTS AS REQUIRED (TYP) t PROVIDE & MAINTAIN A CONTINUOUS LINE OF i BACTERIA SAMPLE A FREE RESIDUAL CHLORINE MUST ALSO BE
i' ' I i ; SILT FENCE THROUGHOUT CONSTRUCTION
COLLECTED AND REPORTED, SCDHS MAY REQUIRE ADDITIONAL
(TYP, SEE DETAIL) A> 40 SAMPLES.
SITE DEVELOPMENT PLAN
ITI 5. THERE ARE NO KNOW DRAINAGE OR SANITARY SEWER LINES IN
GATE VALVE (TYP) PREPARED FOR:
PROVIDE 6
THE VICINITY OF THE PROPOSED WATER MAIN EXTENSION. IF
ENCOUNTERED THE WATER MAIN LOCATIONS SHALL BE ADJUSTED
PROVIDE HYDRANT ASSEMBLY FISHERS ISLAND CLUB, INC.
(Typo
SEE DETAIL) TO PROVIDE EITHER A MINIMUM 10' OF HORIZONTAL SEPARATION
OR 18" OF VERTICAL SEPARATION BETWEEN THE TWO LINES, EAST MAIN ROAD
N FISHERS ISLAND, NEW YORK
50
00
L r 7+00
%
M—M M 4 1 M —M M �AM
M LZ \ 8+7
V 14 V%O%
-------------------- ------ -----
------------------- ------
X ...... -------- ------
7—— ———————————————————————————————
---------------
P�
S� \ 4 E t \y_/
----- -- ---------
------------- --------------- ------------------------ ------------------
- _ aY=r
------------------- -- -- --------------
PROPOSED DEVELOPMENT OF LOT 12.5
(TYP. SEE SHEET 5)
----------
OV NS
LEGEND
PROPERTY LINE CO Pq 0 7'
ABUTTERS LINE
T
M EDGE OF PAVEMEN
Lu
PROPOSED DEVELOPMENT OF LOT 12.6 -------------------
3 • EDGE OF GRAVEL IAJ
(TYP, SIEE SHEET 4) NOW OR FORMERLY NIF
UTILITY POLE
E 09953�
3 Y BOUNDARY POINT 0 ;9
3----- opeSS0A
DRILL HOLE DHO
3 IRON MONUMENT
3 MONUMENT IT IS A VIOLATION OF LAW FOR RYA UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER AN ITEM IN MY WAY.IF AN 11EW BEARING THE
STAMP OF A UCENSED PRSSIONAL IS ALED THE AL
ENGINEER.ARCHITECTOFE,LANDSCAPE ARCHITECTTER .OR LANDTE RMIG
SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE
NOTATION*ALTERED BY"FOLLOWED BY THEIR SIGNATURE,THE
DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION
OF THE ALTERATION.
I _'
58
H
PROPOSED GRADE
56
54
52
No. Submittal/Revision App'dj By Date
EXISTING GRADE
HEALTH DEPT. PMP 05/09/2024
50 COMMENTS
P
ROPO
SED
AINWA CqO0
PVC"
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00
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48
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9
44
0 STA 5+00 TO 8+75
0 20 10 0 20
C
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GRAPHIC SCALE IN FEET
HORIZONTAL Designed By: Drawn By: Checked By:
00
PMP PMP
........... --------
2 1 0 2
t Issue Date: Project No: Scale:
Z GRAPHIC SCALE IIN FEET
02/09/2024 086111 AS NOTED
VERTICAL
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SHEET 2. 1
4; 5+00 6+00 7+00 8+00 8+75
LL1 Drawing Copyright 0 2024
0
0
LIJ
M
N,/;; < 400 Capital Boulevard,Suite 301
Rocky Hill,CT 06067
0
860-257-4557 1 www.chacompanies.com
f
NY Certificate of Authorization#0015021
N—
C
c
SITE
Wr 113
SITE
Uyr 128
SITE
0
Wr 1"I
Z
a. Fri SITE DEVELOPMENT PLAN
PREPARED FOR:
FISHERS ISLAND CLUB, INC.
EAST MAIN ROAD
FISHERS ISLAND, NEW YORK
LOCATION MAP SCALE 1 =400'
MAP REFERENCES
X, 1. SURVEY MAP PROPERTY TO BE CONVEYED TO MICHAEL O'DAY
PROPOSED DEVELOPMENT OF LOT 12.6 NOYES, BLOCK 44 - LOT 13, FISHERS ISLAND, NEW YORK, DATE:
(TYP, SEE SHEET 4) 02/07/2005, SCALE: 1"=40', BY CME ENGINEERING, LAND
SURVEYING & ARCHITECTURE, PLLC
2. PROPOSED LOT LINE CHANGE PREPARED FOR WALTER C.
FLOWER 111, FISHERS ISLAND DEVELOPMENT CORP. JAMES M. BAKER
& DIANNE M. BAKER, BLOCK 44, FISHERS ISLAND, NEW YORK, DATE:
® `� �� T' `•''" ''' -f` ^`' `'"' 02/19/2008, SCALE: 1"=60', BY CME ENGINEERING, LAND
SURVEYING, & ARCHITECTURE, PLLC
S
NOTES
Nij or
SEE SHEET 7 FOR PROPOSED P" 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE
P 0
M
\—ACCESS & UTILITY EASEMENTS
INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE
CO
Aq
PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR
EXCEEDS THE SCOPE OF THE ENGAGEMENT. A
LLI
2, IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY rn
01
7�
j- PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED (P
LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 09-q
06
0"01 3, ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND S1
/'` / SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL
ARE THE PRODUCT OF THE LAND SURVEYOR. IT IS A VIOLATION OF LAW FOR MY PERSON,UNLESS THEY ARE
0 00, ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL
/, ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND
4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND SURVEYOR TO ALTER AN ITEM IN MY WAY,IF AN ITEM BEARING THE
STAMP OF A LICENSED PROFESSIONAL IS ALTERED,THE ALTERING
GEODETIC SURVEY TRIANGULATION STATION "PROS" ENGINEER.ARCHITECT,LANDSCAPE ARCHITECT OR LAND
SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE
NOTATION'ALTERED BY"FOLLOWED BY THEIR SIGNATURE,THE
DATE OF SU04 ALTERATION,AND A SPECIFIC DESCRIPTION
5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX
OF THE ALTERATION,
MAP 1000, SECTION 010, BLOCK 5, LOT 12.21,
\ �p \\\ / \ \ ' '` 6. TOTAL AREA 11.32± ACRES (492,932± S.F.)
H I
C)
7. SITE IS LOCATED IN ZONING DISTRICT R-120.
LOAM, SEED, & STABILIZE ALL
DISTURBED AREAS (TYP)
RECONSTRUCT & WIDIIEN
EXISTING GRAVEL ROiAD
& DRIVEWA`,YS
(TYP, SEE DETAIQ
CONNECT TO EXISTING WATER SERVICE (TYP)
7
GO
RECONSTRUCT EXISTING
............ GRAVEL DRIVEWAY AS REQUIRED
(0
PJ
(TYP, SEE DETAIL)
i".`;Y', ` i,. \ \.�`' REMOVE & DISPOSE OF
00
EXISTING HYDRANT ASSEMBLY
ABANDON EXISTING WATER SERVICE
1.q
PIPING & VALVES
PROVIDE 60 AWWA C900 PVC WATER MAIN /'' `'/ :<. / No, Submittal/Revision App'd, By Date
(TYP, SEE SHEET 2) ' \ t• REPLACE EXISTING DOMESTIC WATER SERVICES TO EXISTING RESIDENCES HEALTH DEPT. PMP 05109/2024
a / µ t'.` ri PROVIDE METER PITS WITH COPPER METER SETTER, INLET AND OUTLET VALVES COMMENTS
& CAST IRON FRAME & COVER (TYP)
I \ }` f
(AY MCDONALD MODEL #780W448WWPP OR APPROVED EQUAL)
COORDINATE ALL WORK WITH PROPERTY OWNER AND FISHERS ISLAND WATER COMPANY
/ I
00 LEGEND
0 PROVIDE & MAINTAIN A CONTINUOUS LINE OF
PROPERTY LINE
(A SILT FENCE THROUGHOUT CONSTRUCTION pl.. +49.86 %
U.) (TYP, SEE DETAIL) ABUTTERS LINE
EDGE OF PAVEMENT
EDGE OF GRAVEL -------------------
OVERHEAD WIRES O/W
NOW OR FORMERLY(A NIF
UTILITY POLE
Z \ �' , .'�\7'ok;;�ti` - ,t�'• I ,'::.,, r' ��
BOUNDARY POINT 0
IRON MONUMENT 0
Z 0 MERESTONE 0
0 \11 >c FIRE HYDRANT
U) 00
WATER VALVE SITE PLAN
Wv LOT 12.21
0
00 Designed By: Drawn By: Checked By:
PMP PMP
Issue Date: Project No: Scale:
NO2/09/2024 086111 ill 30'
U Drawing No.:
30 15 0 30 SHEET 3
I
GRAPHIC SCALE IN FEET
U-
ro I'F N
tA
LL1 Drawing Copyright m 2024
TEST HOLE DATA
OBSERVED BY: PETE PARENT, P.E. U
U
DATE: 12/06/2023
0"-11" TOPSOIL LLJ
11"-30" LOAMY SAND SUBSOIL (SW) m
30"-150" COARSE SANDY GRAVEL WITH COBB3LES (GP)
Q 400 Capital Boulevard,Suite 301
NO WATER ENCOUNTERED Rocky Hill,CT 06067
EXPECTED SEASONAL HIGH GROUNDWATER ELEV.=447
660-257-4557 1 www.chacompanies.com
SOIL CLASSIFICATIONS NY Certificate of Authorization#0015021
PIC — PLYMOUTH LOAMY COARSE SAND 8-15% SLOPES t.;rrt�':3° {_ ,5;- ;�••, , i,,a E; t SITE
LJDT 12.5
IZA SEPTIC SYSTEM FOR 5 E)EDROOMS SITE
Lpf 126
PROVIDE 2 L.F. 4" C.I. PIPE BETWEEN HOUSE AiND CLEAN—OUT.
LOCATE CLEAN—OUT 2' FROM FOUNDATION WALL. SITE
PROVIDE FUJI CLEAN WASTEWATER TREATMENT SYSTEM — MODEL CEN 7
(700 GPD CAPACITY — MAXIMUM 6 BEDROOMS)i x
a LOT 12.21
PROVIDE THREE 8' DIAMETER LEACHING POOLS o
WASTEWATER TREATMENT SYSTEM SHALL VENT TIHROUGH THE SEWER PIPE. A HOUSE
TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT. NO ADDITIONAL VENTING IS t?.,:-t:' N �s9
REQUIRED
z
z
z
INVERT ELEVATIONS- a ��� SITE DEVELOPMENT PLAN
OUTLET AT HOUSE — 57.00 (VIF) y PREPARED FOR:
TANK INLET — 56 n 1A0
TANK OUTLET — 56.30 9 FISHERS ISLAND CLUB, INC.
DISTRIBUTION BOX INLET — 56.08
DISTRIBUTION BOX OUTLET — 56.00 EAST MAIN ROAD
LEACHING POOL INLETS — 55.63 FISHERS ISLAND, NEW YORK
BOTTOM OF LEACHING POOLS — 50.30
LOCATION MAP SCALE 1 "=400'
DRAINAGE CALCULATIONS
MAP REFERENCES
PROPOSED ROOF AREA = 2,400 SF 1. SURVEY MAP PROPERTY TO BE CONVEYED TO MICHAEL O'DAY
NOYES, BLOCK 44 — LOT 13, FISHERS ISLAND, NEW YORK, DATE:
REQUIRED = 2,400 SF X 2 IN/12 IN/FT = 400) CF 02/07/2005, SCALE: 1"=40', BY CME ENGINEERING, LAND
DRY WELLS SURVEYING & ARCHITECTURE, PLLC
400 CF / 50.26 CF/VF = 7.96 VF REQUIRED 2. PROPOSED LOT LINE CHANGE PREPARED FOR WALTER C.
USE ONE (1) 8'0 X 8' DEEP DRY WELL FLOWER III, FISHERS ISLAND DEVELOPMENT CORP. JAMES M. BAKER
& DIANNE M. BAKER, BLOCK 44, FISHERS ISLAND, NEW YORK, DATE:
02/19/2008, SCALE: 1"=60', BY CME ENGINEERING, LAND
SURVEYING, & ARCHITECTURE, PLLC
NOTES.
1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE OF NE WY
INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE 3 N
'V PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR �� ^
" ; j ;' .; 'r r,;?,.,';, ;';;,Ll a f,==• ;, EXCEEDS THE SCOPE OF THE ENGAGEMENT.
PROVIDE SYSTEM CONTROLS & ALARM 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY m
MOUNTED TO BUILDING EXTERIOR f ° '
PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ZN
' PROVIDE WEATHER PROOF ENCLOSURES F �.
AS REQUIRED (TYP)
LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. pA 09953�
ALL COMPONENTS TO BE HARD WIRED
( 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND
r,•# r,",!t.-' +".;! :a:, ;;"t,> ;•:. +.;__ =r "' SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL
1. •;,;:•• ,r ,r r; ,;� .; PROVIDE FUJIMAC 10C RII BLOWER ARE THE PRODUCT OF THE LAND SURVEYOR. IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE
IN VENTED ENCLOSURE ON APPROXIMATE LIMITS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL
CONCRETE PAD OF DISTURBANCE 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND SURVEYOR"DEALT R M II°TEM IN MY WAY..IF AN ITTETECT MB LAND THE
STAMINSTALL PER MANUFACTURER'S t53,500 SF P GEODETIC SURVEY TRIANGULATION STATION "PROS" ENGINEER ARCHITE LICENSED CT. ARCH'ITTEEDCT o ELuA`+D
s RECOMMENDATIONS SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE
NOTATION'ALTERED BY FOLLOWED BY THEIR SIGNATURE,THE
t "` _ _ • — 5. SITE IS IN THE TOWN OF SOUTHOLD r OF COUNTY OF SUFFOLK TAX DATE OF sua+ALhHE AND A SPECIFIC DESCRIPTION
- `' = - � •.� THE ALTr7tATI0N.
' I PROVIDE �'4" SCH 40 PVC AIR LINE TO BLOWER + _, _ — 30' MAP 1000, SECTION 010, BLOCK 5, LOT 12.6.
INSTALL PER MANUFACTURER'S RECOMMENDATIONS _ • ..— •— _ '
6. TOTAL AREA — 2.93f ACRES 2 66f S. )
(1 7 7 F.
30� / r' �' 7. SITE IS LOCATED IN ZONING DISTRICT R-120.
PROVIDE FUJI CEN-7 WASTEWATER LOAM, SEED & STABILIZE ALL
{ - i vTREATMENT SYSTEM (SEE DETAIL) ;r�i' DISTURBED AREAS (TYP)
O
p
\ PROVIDE DISTRIBUTION BOX (SEE DETAIL) `D r t_
.. ,. _ ,...__ ".(-• �` / I (r.''i'.�,I ..i-'.''',� Vi'. ,t> c:,:. tj,'r' ._ r 1. .>i�r 'rr�."
PROPOSED DEVELOPMENT OF LOT 12.5 PROVIDE THREE r`~
(TYP, SEE SHEET 5)' 81b 8 DEEP LEACHING POOLS _
(TYP, SEE DETAIL)
PROVIDE ELEC/TELE/DATA SERVICES IN
SCH 40 PVC CONDUIT AS REQUIRED
PROVIDE aj
(COORDINATE WITH UTILITY PROVIDERS) 8'0 X 8 DRY WELL
/
FOR ROOF RUNOFF =>E (E (TYP, SEE DETAIL)
/ E E— �� PROPOSED
R�� I "
W W/ PROVIDE 8 SDR 35
8 BEDROOM `-'
�. CO RESIDENCE ROOF DRAIN OUTLET i
_.
_...
TOF-82 0 1 O 0 5% MIN.
`-50% EXPANSION AREA : M
PROVIDE 1 POLYETHYLENE DOMESTIC WATER SERVICE TO PROPOSED RESIDENCE
(TYP) PROVIDE METER PIT WITH COPPER METER SETTER, INLET AND OUTLET VALVES & CAST IRON FRAME & COVER (TYP)
(AY MCDONALD MODEL 78OW448WWPP OR APPROVED EQUAL)
7—"
COORDINATE ALL WORK WITH PROPERTY AND ISLANDTER COMPANY .r—
I ___—__ _— No. Submittal l Revision Appd., By Date
-- ---- ---__�----___ ---------------
0
1. ---- ---- — -- L HEALTH DEPT.
,. `5> I�. - PMP 0510912024
W \ __ _ _ _ COMMENTS
54 ------- --\ — — ---- —————-- .----- ------ N 3 / -
.-
/=
r- Co _ ----_ ���•—
50 _ _
f I 58 I +l / L W LEGEND
cn ; 7+00 W yy i PROPERTY LINE
~ W
IN Ii f
w I I +00 f ABUTTERS LINE ——
N ..,� ` " z ❑ I Om�. .. ...1 4 O ` EDGE OF PAVEMENT
EDG
-- - - tt- - - - —i— zr E RAVEL
s ! _ r I ' OVERHEAD WIRES
E NOW OR FORMERLY /
N \ 40 :'4, t — r^ I ;1 y \ / o f` f 1" N F
o i / y1 ,n j f
z UTILITY POLE —!—
BOUNDARY POINT 0
t�
I PROVIDE 20 WIDE MERESTONE
PROVIDE & MAINTAIN A CONTINUOUS LINE OF ti IRON MONUMENT
i i i GRAVEL COMMON DRIVEWAY & l , d r
z s, i , ' I % SILT FENCE THROUGHOUT CONSTRUCTION PARKING AREAS II i - ;i i i' TYP ,
I i (TYP, SEE DETAIL) o II FIRE HYDRANT
w T 6 ( ) I I - i ` WATER VALVE
SITE PLAN
of I I ;' PROVIDE CONCRETE I I I j m
E � i E
I �`' WASHOUT PIT I \ I WV
_ _ - - - _PRIVATE _RIGHT Q (SEE DETAIL) }° ,' ; LOT 12.6
I
F WAY I
SEE SHEET 7 FOR PROPOSED
ACCESS & UTILITY EASEMENTS
r ,` /�� ` _ _ I i \i — —_�� Designed By: Drawn By: Checked By:
PMP PMP
Yull
, PROVIDE 8" AWWA C900 PVC WATER MAIN
i Issue Date:
Q `„_`Y, : Y.: A, ,, W 1 y ;. %' (TYP, SEE SHEET 2) Project No: Scale:
:;:,,� 4jf _;; 02/09/2024 086111 I
r, 1 30
0 A,
w '•°F Drawing No.:
I f ` 30 15 0 30 SHEET 4
GRAPHIC SCALE IN FEET
Lz
I
LLI Drawing!Copyright m 2024
TEST HOLE DATA
OBSERVED BY: PETE PARENT, P.E.
DATE: 12/06/2023 U
0"-8" TOPSOIL W
8"-20" SANDY LOAM SU13SOIL (SW) m
20"-156" FINE SAND WITH COBBLES & BOULDERS (SP)
< 400 Capital Boulevard,Suite 301
NO WATER ENCOUNTERED Q
� Rocky Hill,CT 06067
EXPECTED SEASONAL HIGH GROUNDWATER ELEV.-t
860-257-4557 1 www.checompanies.com
SOIL CLASSIFICATIONS NY Certificate n#0015021
PIC — PLYMOUTH LOAMY COARSE SAND 8-15% SLOIPES rti Icate of Authorization
SITE
1.?iV' L. 'I'
SIT.
I/A SEPTIC SYSTEM FOR 6 BEDROOMS
LIDT 19.6
PROVIDE 2 L.F. 4" C.I. PIPE BETWEEN HOUSE AND CLEAN-OUT.
L
PROVIDE FUJI CLEAN WASTEWATER TREATMENT SYSTEM - MODEL CEN 7 OCATE CLEAN-OUT 2' FROM FOUNDATION WALL., SITE
a LAT 1L21
(700 GPD CAPACITY - MAXIMUM 6 BEDROOMS) h.E �:_. . .., :;' ,,, o
PROVIDE THREE 8' DIAMETER LEACHING POOLS • t '
WASTEWATER TREATMENT SYSTEM SHALL VENT THIROUGH THE SEWER PIPE. A HOUSE ` - 't.
TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT. NO ADDITIONAL VENTING IS
REQUIRED z �G
z `9
z �
INVERT ELEVATIONS- a SITE DEVELOPMENT PLAN
OUTLET AT HOUSE - 54.00 (VIF)
PREPARED FOR:
TANK INLET - 53.47 $ , 09
TANK OUTLET - 53.30 FISHERS ISLAND CLUB, INC.
DISTRIBUTION BOX INLET - 53.08 o
DISTRIBUTION BOX OUTLET -• 53.00 " EAST MAIN ROAD
LEACHING POOL INLETS - 52.63 FISHERS ISLAND, NEW YORK
BOTTOM OF LEACHING POOLS - 47.30
LOCATION MAP SCALE 1 "=400'
DRAINAGE CALCULATIONS
MAID REFERENCES
PROPOSED ROOF AREA - 1,1GO SF F ?",Sn,(j �' ` ' 1. SURVEY MAP PROPERTY TO BE CONVEYED TO MICHAEL O'DAY
, l.: � -
.,'_ , NOYES, BLOCK 44 - LOT 13, FISHERS ISLAND, NEW YORK, DATE:
REQUIRED 1,100 SF X 2 IN/12 IN/FT 183,3 CIF `'; 1 _si ;f-t. :k '; ' `: _' .,,;. • •, 02/07/2005, SCALE: 1"=40' BY CME ENGINEERING, LAND
DRY WELLS ,, t 1 t,•.,�1 , SURVEYING & ARCHITECTURE, PLLC
183.3 CF / 50.26 CF/VF = 3.65 VF REQUIRED 2, PROPOSED LOT LINE CHANGE PREPARED FOR WALTER C.
USE ONE (1) 8'0 X 8' DEEP DRY WELL FLOWER 111, FISHERS ISLAND DEVELOPMENT CORP. JAMES M. BAKER
& DIANNE M. BAKER, BLOCK 44, FISHERS ISLAND, NEW YORK, DATE:
02/19/2008, SCALE: 1"=60', BY CME ENGINEERING, LAND
SURVEYING, & ARCHITECTURE, PLLC
NOTES
NEIN
1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE �� Y
:r.• INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE
f PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR
PROVIDE SYSTEM CONTROLS & ALARM EXCEEDS THE SCOPE OF
THE ENGAGEMENT.
r CC
MOUNTED TO BUILDING EXTERIOR ' ;` ; -;;;,r ; :"€ ;; : t,.x; 1 t`..::: .r•- ;`.I,?
PROVIDE WEATHER PROOF ENCLOSURES n '`; - ;;F, 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY rn 41
AS REQUIRED TYP t. '.; :;.:}.?.= rz
( 1 PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
(ALL COMPONENTS TO BE HARD WIRED; ' , ,, LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. �O 099531
PROVIDE FUJIMAC 100R11 BLOWER 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND AROPESS�pc1P
IN VENTED ENCLOSURE ON SURVEYOR'S SIGNATURE AND AN ORIGINAL EM80SSED OR INK SEAL
CONCRETE PAD
ARE THE PRODUCT OF THE LAND SURVEYOR. IT Is A HOLATION of LAW FOR ANY PERSON,UNLESS THEY ARE
INSTALL PER MANUFACTURER'S APPROXIMATE LIMITS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL
RECOMMENDATIONS ENGINEER.ARCHITECT,LANDSCAPE ARCHITECT OR LAND
/ OF DISTURBANCE
SF 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND SURVEYOR TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE
I " „ STAMP OF A LICENSED PROFESSIONAL IS ALTERED,THE ALTERING
GEODETIC SURVEY TRIANGULATION STATION PROS ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT GR SAND
t SURVEYOR SHALL STAMP THE DOCUAS?NT AND INCLUDE THE
PROVIDE " SCH 40 PVC AIR LINE TO BLOWER NOTATION'ALTERED BY FoLLoom BY THEIR 90NATURE,THE
' r" •r DATE OF SUCH ALTERATION,AND A SPECInC DESCRIPTION
INSTALL PER MANUFACTURER'S RECOMMENDATIONS ! , COUNTY OF SUFFOLK TAX OF THE ALTERATION,
/ ll r / . . _ - MAP 11000I SECTION 0110,N BLOCK 05, LOT 12.5.
I LOAM, SEED & STABILIZE ALL ,•
PROVIDE FUJI CEN-7 WASTEWATER ! DISTURBED AREAS (TYP) _ 6. TOTAL AREA = 2.19f ACRES (95,370f S.F.)
y..., TREATMENT SYSTEM (SEE DETAIL) 30'
_ _ • _ _. — _ . L _ _ I 1, \ PROVIDE 6" SDR 35 7. SITE IS LOCATED IN ZONING DISTRICT R-120,
ROOF DRAIN OUTLET 0/
i O 0.5% MIN. /6
PROVIDE DISTRIBUTION BOX (SEE DETAIL) PROVIDE
I i� 60 I `. •IN _ FOR ROOF RUNOFF 8'0 X 8' DRY WELL
PROVIDE THREE /' #
8'0 6' DEEP LEACHING POOLS /. -20' ti �+ (TYP, SEE DETAIL)
(TYP, SEE DETAIL) 6
/ 0 ] PROVIDE ELEC/TELE/DATA SERVICES IN
25' SCH 40 PVC CCONDUUIT AS REQUIRED
(COORDINATE WITH UTILITY PROVIDERS)
PROVIDE 1 POLYETHYLENE DOMESTIC WATER SERVICE TO PROPOSED RESIDENCE
r_ ....... ..__... _
PROVIDE METER PIT WITH COPPER METER SETTER, INLET AND OUTLET VALVES & CAST IRON FRAME & COVER (TYP)
(AY McDONALD MODEL #780W448WWPP OR APPROVED EQUAL)
! PROPOSED COORDINATE ALL WORK WITH PROPERTY OWNER AND FISHERS ISLAND WATEER COMPANY
2 STORY
�E
:.
5 BEDROOM E
RESIDENCE _•-
DEN E
_. ..._
-�`
TOF-60.0 W E
' 50% EXPANSION AREA_
i- ----j- - ------ ,.
a
---y-- ------------— -- � No. Submittal/Revision App By Date
I o`� _ \ -------------- ----- P�tOPOSED DEVELOPMENT OF LOT 12.6
='e';,. ,;r'?. �x:. , .` c.'/:; I.. -?:, :•_ PROVIDE ASHOUT PIT f i \ -_ (TYP, SEE SHEET 4) HEALTH DEPT.COMMENTS PMP 0510912024
(SEE DETAIL) o - f 'l '+1' -` 54----- ------- - -- - ---- ------=•----- _
----+ .�W , \ coy ___ ________---------------__}_____
50
00
1 8+ W .w 7+00 W W LEGEND
N - PROPERTY LINE ——
w :s. I __5.,:,i, ; ABUTTERS LINE
z : �,. ,�`F`; , \ \i' ,E _ �, ! EDGE OF PAVEMENT
�l I EDGE OF GRAVEL -------------------
'- i1 t ' 40 i _ = • — — i � f � `''�=''
i OVERHEAD WIRES /
NOW OR FORMERLY N/F
Z I I s` +� t. i• ,` E ' \ UTILITY POLE -�-
PROVIDE 20 WIDE SEE SHEET 7 FOR PROPOSED - 80UNDARY POINT O
GRAVEL (COMMON DRIVEWAY & I ACCESS & UTILITY EASEMENTSIRON o I Ii ` \ — — / I MONUMENT
MERESTONE
z i I ;; I I PARKING AREAS (TYP) ,
U
w r FIRE HYDRANT
c� i I 4Y WATER VALVE SITE PLAN
- - - - - - - - _ _ ' _ _ _PRIVATE 1 RIGHT v M
_ HT OF'=Y LOT 12.5
o PROVIDE & MAINTAIN A CONTINUOUS LINE OF
SILT FENCE THROUGHOUT CONSTRUCTION
(TYP, SEE DETAIL) J
00
Designed By: Drawn By: Checked B
PMP PMP
y _ Issue Date: Project No: Scale:
t, i:r• . ;:r:.µ . , I,..r : _�'_.%'�. F ;ls flf,,'
F
086111 1" 30'a 02/09/2024
U I J
I Drawing No.:
C W '
I 30 15 0 30 SHEET 5
7 i
j GRAPHIC SCALE IN FEET
Drawing Copyright m 2024
.,,DISINFECTION Ft
18" MANHOLE (TYP 18" MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL)
FINISHED GRADE
CAST IRON COVER
8.
vk
400 Capital Boulevard,Suite 301
• . / / / / Rocky Hili,CT 06067
"' •' 860 257-4557 1 ww.chacompanles.com
x, s :,.:..c DEFLECTION vv
.y VALVE BOX
® JIMAC 100 RII — ► •, .,'' • o
-[D -- 15 AMP -[4} --- NY Certificate of Authorization#0015021.• .. ;.. ,
---- --
I----- 15 AMP BLOWER ..:
---Q ALARM '
4'-3 1/8" 4-2 7/8 FUJI CLEAN
NEMA 4X
CONTROL PANEL
MAIN PANEL s 1 ANGLE VALVE
PLAN — TEE PLAN — ELBOW — DEFL. LESS THAN 50'
WIRING SCHEMATIC
NOT TO SCALE NORMAL TRENCH WJIDTH
1" CORP. STOP
FUJI CLEAN CEIN-7 ~ �— s" MIN.,
NOT TO SCALE CLASS "A"
NOTE: RISER COVERS SHALL WEIGH AT LEAST 60 LBS, OR HEALTH CODE CONCRETE (TYPICAL)
SITE DEVELOPMENT PLAN
APPROVED SECOND/1RY SAFETY DEVICES SHALLl BE PROVIDED
o DEFLECTION PREPARED FOR:
WATER MAIN FISHERS ISLAND CLUB, INC.
EAST MAIN ROAD
FISHERS ISLAND, NEW YORK
TRENCH SHALL BE EXCAVATED TO
FIRM MATERIAL IMMEDIATELY �•;'
PRIOR TO PLACING CONNCRETE
r---15 AIR RELEASE VALVE
A NOT TO SCALE
1 24"m TYPICAL SECTION
11" i PLAN — ELBOW — DEFL. MORE THAN 50'
I
I I
L
. _
LI _ i
A
PIM VIM J CONCRETE THRUST BLOCKS
9" NOT TO SCALE
4"'
4
1 y2" ®®tm® ® e e 8 '
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10 MEE CO a f
9—1/2 ®®®ISO e e op
3T_ DD- ( Q ... 4,„ ®®®® 0 E
1 oo ,
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C2M®tom _ _ _ TRENC4 MAX.PAY
9
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C_ P M�Pq FO
GRADE
�� r 4 �,►
pj�;IRIBUTION BOX SECTION A—A C MPACTED NATIVE // / /�\/�\/�\/\ 2 OF CRUSHED STONE
p r-r
NOT TO SCALE by Iv�ATERIALWOR \>\
UJ
/ / BCiRR01M1` /
N07Es PROVIDE END CAP LEVELMO DEVICES AS(REQUIRED LEACHING POOL i\\� �\ PROVIDE TRACER TAPE Nt<` 1
�,p 09953
�' PROPOSED ROOF LEADER OFESSIDN
NOT TO SCALE \% \�� RESIDENCE R P�'
;d \/\\\/ ',N Z;„`, \/\ COMPACTED SAND 6)0006)
// /j '"},` h,;+_ / e" PVC wYE off'
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE
OVERFLOW
CIA
ACTING UNDER 1HE DIRECTION OF A LICENSED PROFESSIONAL
„ ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND
N 8 COMPACTED SUBBASE SURVEYOR TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE
,, ;'; ;,:\//\ B PVC CUT STAMP OF A LICENSED PROFESSIONAL IS ALTERED,THE ALTERING
D TO LENGTH MIN. 6" SOIL COVER ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND
t' :',°'\\ \ OVER DRYWELL SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE
NOTATION'ALTERED BY"FOLLOWED BY THEIR SIGNATURE,THE
CONCRETE COVER GRAVEL ROADWAY f DRIVEWAY of THE,AND•"�'''�� � DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION
;'• \/��/ FILTER FABRIC NOT TO SCALE
1/4" O.D., 6" MIN. \\/ 90•BEND
12" MINIMUM IN ®
\\ , \�,\\ \/\\/\ \\/
ROCK EXCAVATION // / / / / / / B" SDR 35 PVC ® ® � i
SLOPE AS REQUIRED O ® ® a �
TRENCH BOTTOM o ® ® ® m
WOVEN WIRE STONE OR
FENCE (MIN. 14 SCREENED GRAVEL
SPACING)
GAUGE w/ MAX. 6 MESH TRENCH SECTION FOR TYPICAL WATER MAIN TRENCH
NOT TO SCALE
STORMWATER DRYWELL DETAIL
10' M0. CENTER TO 36" MIN. LENGTH NOTE: NOT TO SCALE
CENTER BACKFILL MATERIAL TO BE PLACED IN 12" MAXIMUM LIFTS
ICI FENCE POSTS & COMPACTED TO 95% MAXIMUM DRY DENSITY
DRIVEN MIN. 16" (AS DETERMINED BY THE MODIFIED PROCTOR METHOD)
INTO GROUND
(III
HEIGHT Is 3' MINIMUM
II OF FILTER
16" MIN.
FINISHED GRADE lO
PROPOSED CURB
18" MIN.
\ �
mac' p j
STRAW BALE BINDER 36" MAX.
6„ MIN.
PROPOSED SIDEWALK
PERSPECTIVE MEW PLASTIC LINING WIRE
CAST IRON FRAME & CCOVER/,//,//,//,//,//,//,//, ,;`/�, //,•//,//,//,// SLIDE TYPE OR PAVEMENT
NATIVE MATERIAL
(OPTIONAL) AS REQUIRED METER PIT VALVE BOX
WOVEN WIRE FENCE (MIN, 14 �I NOT LESS THAN
" VALVE TYP pP y
1/2 GAUGE W/ MAX. 6 MESH ) SECTION B—e DETECTABLE WARNING TAPE 4—6 (TYP) 6'E RESILIENT
ENT ICAL JOINT
SPACING) WITH FILTER CLOTH Z WOOD OR NOT TO SCALE WEDGE GATE VALVE No. Submittal/Revision A 'd B Date
METAL STAKES
v, 1 PIMP 05I0912024
c� HEALTH DEPT.
0 36" MIN. FENCE POST I o (2 PER BALE) Y.'. . DEPTH COMMENTS
� I UNDISTURBED N ' .'` , :, •. .. •..•�•� ,
1" TYPE K COPPER—N. .':;: :,.; 12 MIEN. 3/4" CRUSHED STONE
FLOW, GROUND _ V METER V
6 CLDIP
WRAPPED IN FILTER FABRIC (TYP.)
:+ CORP. STOP
\ 1� � 10' MIN. �, , ;'•' ;' '•,
to 13
o COMPACTE'D SOIL \\ CONCRETE THRUST BLOCK
N //\ i PROPOSED WATER SERVICE / ;,r,•;; :,. + o - - - . KEEP MASONRY BLOCK
I- EMBED FILTER CLOTH =1 ��i .� ?' / CLEAR OF DRAIN
LiA MIN. OF 6" IN GROUND \/ `r° VARIES ,, ',•,_r
CLASS A CONCRETE
4„ %, �I ��� • ,. ,6 MIN.
cnI "I ri; '•�.;';.,';i• fr`'�.'. / THRUST BLOCK
a._ - :,-1 . . , , , 77
//. //. , , . . . //. , . , . . , //. //, , , /..'•'+,.. ' + .: SOLID MASONRY BLOCK
z SECTION VIEVW -; _; ,_ -, - SEE /�li�, (TYPICAL)
a TRUCTION SPECIIFlCATIONS PLASTIC STRAW BALE NOTES
o � LINING PLAN (TYP) UNDISTURBED EARTH BELOW 3'0 UNDISTURBED EARTH
Z 1. WOVEN WIRE FENCE TO BE FASTENED SECLURELY TO FENCE POSTS WITH NOT TO SCALE WATER MAIN
o WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE MECHANICAL JOINT
o OR HARDWOOD. CONCRETE WASHOUT PIT AS REQUIRED UNDISTURBED GROUND ANCHOR TEE CONSTRUCTION
Q7I 2. FILTER CLOTH TO BE FASTENED SECURELY' TO WOVEN WIRE FENCE WITH NOTES: ALL MECHANICAL JOINTS WITHIN THESE LIMITS
0
DETAILS
1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL SHALL BE INSTALLED WITH DUCTILE IRON RETAINER
o/ TIES SPACED EVERY 24„ AT TOP AND MID SECTION, FENCE SHALL BE CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING
o WOVEN WIRE, 6" MAXIMUM MESH OPENING. GLANDS/MEGALUGS. ALL PUSH—ON JOINTS SHALL
PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, O BE RESTRAINED BY MEANS OF COVERALL PIPE JOINT
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY 50 GALLONS/PUMP, PLUS MIN. V FREEBOARD). NOTES
SERVICE PIPING SHALL BE INSTALLED IN & BACK<FILLED WITH FINE AGGREGATE SAND RESTRAINERS.
00 SHALL BE OVER—LAPPED BY SIX INCHES AND) FOLDED, FILTER CLOTH 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM (6" MIN. BEDDING, 12" MIN. COVER), Designed By: Drawn By: Checked B
o SHALL BE EITHER FILTER X, MIRAFI 10OX, ST/ABILNKA T140N, OR APPROVED PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 2. THE TOP OF THE CORPORATION AND THE FIRST THREE ((3) FEET OF COPPER TUBING SHALL y'
EQUIVALENT. 75% OF ITS CAPACITY. BE INSTALLED NO HIGHER THAN THE TOP OF THE WATEIR MAIN. PMP PMP
Y 3. COPPER TUBING SHALL BE CONTINUOUS WITH NO COUPLINGS BETWEEN THE CORPORATION
< 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT STOP & THE METER PIT OR BETWEEN THE METER PIT &c CONNECTION TO THE RESIDENCE Issue Date: Project No: Scale:
Z EQUIVALENT. OF WASH WATER. (FOR RUNS 100' OR LESS). 02/09/2024 086111 AS NOTED
In 4. CAST IRON FRAME AND COVER OF METER PIT SHALL BE: SET AT FINISHED GRADE. HYDRANT DETAIL
�- 5. MAINTENANCE SHALL BE PERFORMED AS MEEDED AND MATERIAL
NOT TO SCALE Drawing No.:
o REMOVED WHEN "BULGES" DEVELOP IN THE S;ILT FENCE.
TYPICAL WATER SERVIICE NOTE: ALL HYDRANTS MUST MEET AWWA STANDARD C502 FOR DRY BARREL HYDRANTS
SILT FENCE NOT TO SCALE SHEET 6
aI
. I
Drawing Copyright 0 2024
E
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W
400 Capital Boulevard,Suite 301
Rocky Hill,CT 06067
------ --- 860-257-4557 1 www.chacompanies.com
--------------
�A j i V47-"� S 50-47'08- W-
NY Certificate of Authorization#0015021
N 42*40'47" W
10.02' -- ------------ --- 0
PROPOSED ACCESS & UTILITY
315.58'
EASEMENT IN FAVOR OF
-— -- ------------ ------ ------- -----
W
-------- -----
FISHERS ISLAND DEVELOPMENT CORP.,
-7-7- 7-7,—\ ,,
LOT 12.5. LOT 12.6, LOT 12-11, 7
00
S 4,V43'04* Ell LOT 12.15, & LOT 12.18
W
W—ML
98.00'
/IA
N 4,VO2'23" Ell
10.02'
S 474047* Ell\ ! °� p '' I j ,'` } `. /' I ..........
316.7
11 1 / / _ —� i~ / ;
N 44!02"23" Ell 6 S 5637'37" Ell PR/VATS �RIGHf,,,, OF
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------
t. i ! i ` , ' I :! I " ti i i /
, \ i _�
S 673940" E'.,,' FISHERSSE ISLAND UTILITY FAVOR CO.
EAMENT IN OF
208.00' SITE DEVELOPMENT PLAN
i I ,� I ;:- E � � � :„ ; � � i � , s , i , . _J `� PREPARED FOR:
PROPOSED EASEMENT 02 FISHERS ISLAND CLUB, INC.
it I.
N-71 1"-40'
EAST MAIN ROAD
FISHERS ISLAND, NEW YORK
7.4
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o",
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i4 L-94.43' R-4,60.00'
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7 PRIVATE
XOO S 3(r28'33" W' t
27.94'
CIO
PROPOSED 10' WIDE UTILITY 40 20 0 40
L
EASEMENT IN FAVOR OF
1 FISHERS ISLAND UTILITY CO. GRAPHIC SCALE IN FEET W
LU
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PROPOSED EASEMENT 02A Pew
oNP
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—71 -- — ---- -----
54 -------
IT IS A VIOLAION OF LAW FOR ANY PERSON,UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A UCDM PROFESSIONAL
ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND
PROPOSED EASEMENT 01 W 1 SURVEYOR TO ALTER AN ITEM IN ANY WAY.ALTERED,
M BEARING THE
............................. STAMP OF A LICENSED PROFESSIONAL IS ALTERED,THE ALTERING
ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND
1*-40' W 8 t SURVEYOR SMALL STAMP THE DOCUMENT AND INCLUDE THE
NOTATION"ALTERED BY'FOLLOWED BY THEIR SIGNATURE,THE
--------- DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION
OF THE ALTERATION.
J
40
'
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If
3- 5" WN 1
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co 10.15'
�20' 66 t
PRIVAT
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W '31 W'
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S 4653 57 W N 36*09'31 Ell
Al 6.57' 153.51'
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45.00'
N 46*53'57" Ell
40-
12.68'
N 7(r14'50" W'
--------- S 42*40'47- U1
2.03 66. _7�03'; Revision App'd. By Date
N W417"081" E" No. Submittal/
7
71-
80.67'1 7'
W
HEALTH DEPT,
-------------------
COMMENTS PMP 05/0912024
S
! S 70 E*14'50" ll'
S 4VO2 S 46"05i 34 W
'23" W'
13.77 65.77 J
- ------ 35.06'
--7
V 7 77
W W 7 PROP
77
1618 -
OSED 10' WIDE UTILITY
6*05'34'o Ell _PRIVA —EASEMENT IN FAVOR OF
00
7+00 FISHERS ISLAND UTILITY CO.
ft-OREtOL47m W' S 4Y,5 3' E 11 IJ 7.65' PROPOSED 10' VIDE UTILITY
Ld 06D 10.15, EASEMENT IN FAVOR OF
J FISHERS ISLAND UTILITY CO.
0
�tv , 4 '.,.r / I r 1 W S 70*29'52* W'
60.94'
Z
PROPOSED ACCESS & UTILITY
< EASEMENT IN FAVOR OF LOT 12.5 PROPOSEDEASEMENT04
-30'
Z
PROPOSED
9
PRIVATE RIGHT OF WAY N 70*29' \E' EASEMENTS
-
64.03'
0 \J
T,' 7-
N,
00 Designed By: Drawn By: Checked By:
(o S 19*30'08" Ell PMP PMP
10.00,
Issue Date: Project No: Scale:
Z PROPOSED EASEMENT 03
< 02/09/2024 086111 AS NOTED
In
1*-30'
LJ
Drawing No.:
-J
0
PROPOSED EASEMENT 05
1"-30' 30 15 0 30 SHEET 7
6;;Z!n EMWN=MW
GRAPHIC SCALE IN FEET
D44
CONNECTICUT VALLEY HOMES
SCOTTANDERSON
EAST LYME MODEL HOMES
123 BOSTON POST ROAD
EAST LYME,CT 06333 I
'L •" �� 80 6"284
pj 1 rLr� r' ''� CONNECTICUT �� �GNSNDso
L� VALLEY HOMES wESTERLY,R1028311
888-217-8252
OCT
1 , 202 CUSTOM HOME PLANS FOR
La.
THESE PLANS HAVE BEEN EXTRACTED FROM AP PROVED FISHERS ISLAND
LUILDING SYSTEMS FILED WITH THE STATE. (DWP 11/13/23 F• "'
------2J r �" .�.rt,.�„_ „� RANCH #6
e BUILDING LOCATION:
NOTES: OFF EAST END ROAD
L. PERIMETER RAIL ATTACHED TO @ FIDCO GATEWAY
SILL WITH 16d NAILS AT 6' D.C.
FISHERS ISLAND,NY 06390
2, PIER F❑❑TINGS ]BASED UPON 2000
UFFOLK COUNTY
PSF ALLOWABLE SOIIL BEARING STAGE DATE DRAWN BY
PRESSOR
SDD PRELIM 3/14/24 SOD
3, CONCRETE C❑MPR:ESSIVE
STRENGTH! 3000 PSI
FINAL 3/24l24 ACS
STAMP SET 05/02/24 DJS
4, M OR S TYPE MORTAR TO BE
USED
REV.FINAL 5 5124 ACS
5, MAX ANCHOR BOLT SPACING: 6'-0' PREPROD#1 06/14/24 DJS
❑.C.. (4'-0' D.C. MAX 'IN AREAS WHERE FDN/DECKREV 10/03/24 TS
WIND VEL❑CITY IS @ OR EXCEEDS -1'
BULKHEAD REV 10/11/24 TS
10CI MPH)
6, WINDOWS OR VENTS (INSTALLED 26'-2 1/2' 23'-8' 26'-2 1/2'
BY OTHERS) ARE REQUIRED TO
PR❑VIDE 1/150 OF F'L❑❑R AREA AS -
FREE VENTILATION AND SHALL BE
LOCATED AS CLOSE TO CORNERS AS
P❑SSIBLE
7, NOTES ON THIS (PAGE TAKE
PRECEDENCE OVER NOTES ON TYPICAL
FOUNDATION DWG. FD2
-
NOTE FOR SET CREW: �i I N 2 I �i
D❑ NOT USE THE PLATES THAT v I
COME WITH THE LALILY
COLUMNS, USE THE PLATES o 0 1
PROVIDED BY C.V.H. WHEN 32•w x 1a'H ao 32'w x 14•H
HOUSE IS DELIVEREID: I I CELLAR WINDOW CELLAR WINDOW
BY OWNER, BY OWNER,
FINAL BULKHEAD I I I I
NOTE, LOCATI❑N TO BE
CCF L) THIS SYMBOL DENOTES A COLUMN DETERMINED
ON-SITE BY OWNERIto" THK, x 20_c❑NrRE3
L❑CATION REQUIRED TO SUPPORT A YPJ
CRITICAL POINT• LOAD. THESE I "�0_ WALL FOOTING <T
COLUMNS MAY NI❑T BE RELOCATED I I 1 `
OR DELETED IN ANY MANNER, 5'-5' �1 9
o J j6 s
10' THK. CONCRETE
1 I I I FOUNDATION WALL (TYP,)
fu
I I I I I
I _ _
B LKHEAD & STAIRS BY I I r
❑ NER'S CONCRETE CONTACTOR
i I I I I I
CD RENCH DRAIN P BOTTOM OF
1 v S IRS BY OWNER'S CONCRETE
Do ( I CO TRACTOR - SLOPE SLAB I ti
tl I ( FIR DOOR TO DRAIN I I CD a v
32'W x 14'H I m 32'W x 14'H
CELLAR WINDOW I UP I I I CELLAR WINDOW
\1
BY OWNER. I I 6'-0" 5'-10 5'-10" 6'-0" BY OWNER,
4'-0. I <738 PLF) (738 PLF) (738 PLF) (738 PLF)% V4-10-3'-9" I -I I-----I C ---�Glb
L---J L---J L---J _ _
— -- 1 . 0 SRD (7 3 8 PLF)
:w)3068 DOOR
SHIPPED LOOSE BY UP ) 2X1PF ##2 SW GIER
FACTORY AND ■(4 I
INSTALLED Y 1 6'-6' D.C. MAX.. TOTAL LOAD ONLY
IPROPOSED CVH I •. . . . . . . . I
LOCATI❑N
ELEC c\u
PANEL (6) 1 1/2'x9 1/4' LVL FLOOR GIRDER
I 14'-0' ❑,C. MAX, FLOOR LOAD ONLY I C:)
13'-2' D.C. MAX. TOTAL LOAD ONLY
I
LAUNDRYa xxx UFER GROUND ROD, I
SEE DETAIL ON DRWG, FD2 7'-3'
9'- 14'-0' 7'-10' 7'-10' 7'-11 1/2'
(680 PLF) (680 PLF) (854 PLF) C854 PLF) (854 PLF)
r----, --- r--- ----, ,-----, r----,
CO I I I I
+ e
(coi.i I I I I I I I I I I I I I I I I I I
L---J L— —J LCPL L— J L--CPLJ L--CPLJ L----J L---J
8 -0 1/2
" -0 8 " 8 -0 F 7 2233# P.L. -2" 4' DIA. METAL 2233# P.L. 2233# P.L.
<854 PLF) (854 PLF) (854 PLF) 1 (680 PLF) TYP.) COLUMN
30' x 30' CONCRE E
COLUMN FOOTING
O I ( (TYR) o `� i� w .�
N❑TE: SPLICES MUST F`770VE7 PIERS
4' CONCRETE SLAB w/ 6x6 WWF on
o I I 10 MIL VAPOR/SOIL GAS BARRIER over I to
CRUSHED STONE OR GRAVEL
32'W x 14'H I 32'W x 14'H
CELLAR WINDOW CELLAR WINDOW (`r
BY OWNER,
— — BY OWNER.
— — — — — — — — — — — — — — — — — — — — — — — — — —
� IF NEw Y o �NOMAS 0
-f- — — — — -C- / (j C5
7° X 7° P.T. P -----------�
L ---_--_--- - EDGE OF 4'-C"'ff-o" DECK
�80526 k.
1 DECK PERN(IYP.) 7'-5,RErE ABOVE AROpESSIONP�
24" DIA. X 12` THK. 12" WIDE X 12" THICK
CONCRETE PIER FTC (TYP.) CONCRETE PAD,
WIDTH OF STAIR
THESE PLANS HAVE BEEN EXTRACTED
i FROM APPROVED BUILDING SYSTEMS FILE
( � WITH THE STATE.
38'-0 1/2' 38'-0 1/2"
SEE SH EIET FN D 2
2476 CUSTOM RANCH
FOR FOUNDATION PTHIF W&FT AOF
E ❑ UNDATI ❑ N PLAN xxx o ffEs P-4, LLT.
f101111ESo,/PA, LLc.
7172 FOUTB 522
LlODL6BURC,PA 1784T
REINFORCING TABLE PNONB.•(570J S37-2933
JOB #: 84560
QUOTE
OPTIONAL FEATURE■ 4: 18103
'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT
i. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE #: 0000000
ACTING UNDER THE
WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PPROFESSIONAL SENGINEER, TO ALTER FILE NAME,
NO. M1168-2022-075, MANUFACTURER'S NO, M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN A18103
OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS STATE:
2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO NY
NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE THE DRAWING WITH A NOTATION ' ALTERED BY F❑LLOWED BY
(ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC EXPOSURE
DESCRIPTION ❑F THE ALTERATION. caTEGORr, C
SNOW
ZONr+ 20 PSF
ZONE 106 Vasd/137 Vult MP
WIND
LOAD: 30 PSF
SALE: 1/4"= 1'-011
PAGE W
A1 .9
II I
CONNECTICUT VALLEY HOMES
SCOTTANDERSON
EAST LYME MODEL HOMES
123 SD TON POST ROAD
r
: EAST LYME,CT M333 I
N NECTICUT RHODE ISLANDDESIGN STUDIO
LEY HOMES WESTER271 LY,RI 028911
888-217-$M
CUSTOM HOME PLANS FOR
HE TSE PLANS HAVE BEEN EXTRACTED FROM APPROVED FISHERS ISLAND
BUILDING SYSTEMS FILED WITH THE STATE, CDWP 11/13/23J
------ RANCH #6
BUILDING LUCAI ION:
OFF EAST END ROAD
@ FIDCO GATEWAY
FISHERS ISLAND,NY 06390
SUFFOLK COUNTY
STAGE DATE DRAWN BY
SO
PRELIM 3/14124 SDD
FINAL 3/24/24 ACS
STAMP SET 05/02/24 DJS
REV.FINAL 5/15/24 ACS
PREPROD#1 06/14/24 DJS
FDN/DECK REV 10/03/24 TS
BULKHEAD REV 10/11/24 TS
GROUNDING ELECTRODE
CONDUCTOR
FOUNDATION WALL R E B A R TABLE CONNECTION LISTED
TABLE R404.1.2(8) FROM 2020 NYS RESIDENTIAL CODE FOR PURPOSE >
MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12' INCH NOMINAL FLAT BASEMENT WALLS b,c,d,e,f,h,i,kn UFER GROUND - MIN. 1/2" Q Q
MAXIMUM MAXIMUM MINIMUM VERTICAL REINFORCEMENT-BAR SIZE AND SPACING (inches) REBAR WIRE TIED TO
WALL UNBALANCED Soil classes aAd design lateral soil (psf per foot of depth) Y" DIA. X 18" ANCHOR FOOTING REINFORCEMENT,
HEIGHT BACKFIL e GW, GP, SW, SP GM,GC,SM,SM-SC AND ML SC, ML-CL and inorganic CL BOLTS, SPACE 4'0" O.C. NOTCH IN PLATE m MIN. 20' LENGTH
(feet) HEIGHT 30 45 60 l'O" FROM CORNERS FOR INSPECTION a
(feet) Minimum nominal wall thickness (inches) PLACE BOLTS 3" IN FROM AND TIGHTENING
OUTSIDE PERIMETER OF
6 8 10 12 6 8 10 12 6 8 10 12 2" X 6" PLATE z
4 NR NR NR NR NR NR NR NR NR NR NR NR FOUNDATION WITH 2-3/4" o
5 EXPOSED ABOVE CONCRETE
5 NR NR NR NR NR NR NR NR NR NR NR NRI-
4 NR NR NR NR NR NR NR NR NR NR NR NR @ I-III-III-III=III-III-III=III-) -III=III-III= -III-III-)I I=III=III-I I(-1
6 5 NR NR NR NR NR NR' NR NR 4@35 NR' NR NR - - -III I I
FOUNDATION FOOTING IN
I—I 11=1 11= -1 I-'� I =1 11=1 1=1 11=1 11=1 I—I 1=1 I I=1
6 NR NR NR NR 5@48 NR NR NR 15@36 NR NR NR 2 1 Z" I - -1 QIRECT CONTACT WITH_EARTH j-_I I El I -1 I I I El I I
4 NR NR NR NR NR NR NR NR NR NR NR NR I-I - -I I EMI
I 11 III=) -I 1 III-I i l-III- - 1= I hI I I-I 1=1 1-1 I 7 5 NR NR NR NR NR NR NR NR 5@47 NR NR NR (-
T O P V I E W
6 NR NR NR NR 5@42 NR NR NR 6@43 5@48 NR' NR
7 5@46 NR NR I NR 6@42 5@46 NR' NR 6@3416@481 NR NR SCALE: 1-1,/2" = 1'-O" UFER GROUND DETAIL
4 NR NR NR NR NR NR NR NR NR NR I NR NR N.T.S.
5 NR NR NR NR 4@38 NR' NR NR 5@43 NR NR NR
8 6 4@37 NR' NR NR 5@37 NR NR NR 6@37 5@43 NR' NR
7 5040 NR NR NR 6@37 5@41 NR' NR 6@34 6@43 NR NR
8 6@43 5@47 NR' NR 6@34 6@43 NR NR 6@27 6@32 6@44 NR
4 NR NR NR NR NR NR NR NR NR NR NR NR
5 NR NR NR NR 4@35 NR' NR NR 5@40 NR NR NR
6 4@34 NR' NR NR 6@48 NR NR NR 6@36 6@39 NR' NR Yz" DIA. X 18" ANCHOR
9 7 5@36 NR NR NR 6@34 5@37 NR NR 6@33 6@38 5@37 NR BOOLT FRUMAC 4'0"S O.C.
8 6038 5@41 NR' NR 6@33 6@38 5@37 NR' 6@24 6@29 6@39 4@48 NOTCH IN PLATE PLACE BOLTS 3" IN FROM
9 6@34 6@46 NR NR 6026 6@30 6@41 NR 6,919 6@23 6@30 6039 FOR INSPECTION OUTSIDE PERIMETER OF
4 NR NR NR NR NR NR NR NR NR NR NR NR AND TIGHTENING FOUNDATION WITH 2-3/4"
5 NR NR NR NR 4@33 NR' NR NR 5@38 NR NR NR EXPOSED ABOVE CONCRETE
6 5@48 NR' NR NR 6@45 NR NR NR 6@34 5@37 NR NR
SHEET METAL
10 7 6@47 NR NR NR 6@34 6@48 NR NR 6@30 6@35 6@48 NR' TERMITE SHIELD
8 6@34 5@38 NR NR 6@30 6@34 6@47 NR' 6@22 6@26 6@35 6@45 2" X 6" PLATE
9 6@34 6@41 4@48 NR' 6@23 6@27 6@35 4@481 DR 6@22 6@27 6@34 4 FIRST FLOOR
10 6@28 6@33 6@45 NR DR3 6@23 6@29 6@38 DR 6@22 6@22 6028 2" X 6" PRESSURE FRONT A EW EL. -
TREATED SILL
For SI: 1 foot=304.8 mm; 1 inch=25.4 mm; i pound per square foot=0.1571 kPo /m, 1 pouA per square inch- 6.895 kPa. WITH SEALER SCALE: 1-1/2"' = IV'
NR=Not required. fi T.O. WALL
a. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1. EL. -
b.Table values are based on reinforcing bars with a minimum yield strength of 60,000 psi.
c. Vertical reinforcement with a yield strength of less than 60,000 psi and/or bars of a different size 48" o I I 1/2" . x 12" ANCHOR BOLTS @
than specified in the table are permitted in accordance with Section R404.1.3.3.7.6 and Table R404,1.2(9) D c. MAX., 12" MAX.
d. NR indicates no vertical wall reinforcement is required, except for 6-inch nominal walls formed with /) / FROM CORNERS.
stay-in-place forming systems in which case vertical reinforcement shall be #4@48 inches on center. l
e. Allowable deflection criterion is L/240 where L is the unsupported height of the basement walls in �+(��Vol _lii _1=ll GRADE
inches. l -i l I�IT_I=III-LI1- EL.
f. Interpolation is not permitted. V I IT III-
g. Where walls will retain 4 feet or more of unbalanced backfill, they shall be laterally supported at the 1� Tr #4 BAR WITHIN 12"
top and bottom before back filling. OF TOP OF WALL
h. Vertical reinforcement shall be located to provide a cover of 1.25 inches measured from the inside 1. W l
face of the wall. The center of the steel shall not vary from the specified location by more than the Y" DIA. X 18" ANCHOR I
greater of 10 percent of the wal thickness or 8-inch. BOLTS, SPACE 4'0" O.C. 1� #4 BAR @ MID POINT
g. Concrete cover for reinforcement measured from the inside face of the wall shal not be less than 1'0" FROM CORNERS I OF WALL HEIGHT
3/-inch. Concrete cover for reinforcement measured from the outside face of the wall shall not be less PLACE BOLTS 3" IN FROM �- NOTCH IN PLATE
than 1Yz inches for II bars and smaller, and not less than 2 inches for larger bars. OUTSIDE PERIMETER OF FOR INSPECTION I DAMP PROOFING
j. DR means design is required in accordance with the applicable building code, or where there is no FOUNDATION WITH 2-3/4" AND TIGHTENING
code in accordance with ACI 318. EXPOSED ABOVE CONCRETE
k. Concrete shall have a specified compressive strength,f', of not less than 2,500 psi at 28 days,
unless a higher strength is required by footnote I or m. #4 BARS @ 48" o.c. VERTICAL
I. The minimum thickness is permitted to be reduced 2 inches, provided the minimum specified (2) #4 BARS, I LAP BARS 24" min.
"
compressive strength of concrete,f', is 4,000 psi. li=i
2 X 6" PLATE MIN. 3" COVERAGE 11 -
m. A plain concrete wall with a minimum nominal thickness of 12 inches is permitted, provided minimum =111
specified compressive strength of concrete,
p p g f', is 3,500 psi. /
n. See Table R608.3 for tolerance from nominal thickness permitted for flat walls. SIDE \�/ EW 2 X 6" PRESSURE ICI iii-III-JI=III- 1��� N��/
II=III-III-111=I_I OMA O
o. the use of this table shall be prohibited for soil classifications not shown. TREATED SILL - II- - T.O. BSMT. SLAB P �N S
SCALE: 1-1/2" = 1'-0" WITH SEALER — O F
EL. 0.0, S �`
III-I I i 1 /r
1_II
Pi
I I_iR I I 1=1 11-I I11=1 I1El I-1j 1=1 LU
I I-I1=1 EtLI L11-IJ 11_!_n 1=1 1-1 m
L—I i 1=ll=11i=jll=11-1 i I—ITi—i i�-1TI=1 i ITi—I i�L=1TI-Tl— 11-� � / CT
_�a 1=ll1—I a-1i 11 i i=fii=ITi=1T1—n 1=ITi=11-�ITI�i-1Ti�—u— ,
IH11-1�-1 —L1,11�7i-11—iT=III—�11=11�111=III-111�11 111 PERFORATED FOOTING DRAIN in �80526
111111111 IIIIIi �II11I= =1IIT�(_I I II11�"1IIIlll l I 1 CRUSHED STONE ENCASED w/ A9pF
-1 III; L-1 FILTER FABRIC ESSt0
THESE PLANS HAVE BEEN EXTRACTED
FROM APPROVED BUILDING SYSTEMS FILE
WITH THE STATE.
TYPICAL
FOUNDATION SECTION
N.T.S. 2476 CUSTOM RANCH
�7 yT L TRR PRAX OP
�I"li PRRPRCT/OR
IIOWSo/P. LLc.
717L ROUTE 52P
JIMOLBOURG, AI 17"2
PRONG•(570,)&T7—X399
JOB #: 84560
** OPTIONAL FEATURE: II 18103
'T❑ THE BEST ❑F MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT #:
IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE SERIAL 0000000
1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERI✓ED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE n
WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER FILE NAME,
NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN A18103
OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS
ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL T❑ STATE:
2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER NY
THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY
NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC EXPOSURE
(ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. CATEGORY: C
ZOOW
NE 20 PSF
ZON1E. 106 Vasd1137 Vult MP
LOAD D 30 PSF
SCALE+ 1/4"= 1'-011
PAGE #
FD2
II �
CONNECTICUT VALLEY HOMES
SCOTTANDERSON
EAST LYME MODEL HOMES
123 BOSTON POST ROAD
:: EAST LYME,CT W333 I
800168-828
C O N N E C T I C U T RHODE ISLAND DESIOd1 STUDIO
271 VALLEY HOMES WEST RLLYTR0�911
M&217$252
CUSTOM HOME PLANS FOR
THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED FISHERS ISLAND
BUILDING SYSTEMS FILED WITH THE STATE. (DWP 11/13/23J
------ RANCH #6
BUILDING LOCATION:
OFF EAST END ROAD
@ FIDCO GATEWAY
FISHERS ISLAND,NY 06390
SUFFOLK COUNTY
STAGE DATE DRAWN BY
SDD PRELIM 3/14/24 SOD
FINAL 3/24/24 ACS
STAMP SET 05/02/24 DJS
REV.FINAL 5115/24 ACS
PREPROD#1 06/14/24 DJs
FDN/DECK REV 10/03/24 TS
BULKHEAD REV 10/11/24 TS
NON—ALUMINUM
FLASHING
NAILS @ 2 Y"" O.C. TO P.T. 2x8 LEDGER
BLOCKING W/HOLD—DOWN
_ (12 TOTAL MIN.) AZEK DECKING
w 5' FASTEN MASTER P.T. 2x8 JOIST
�- LedgerLOK SCREW, TYP.
O
Z N
2x10 BLOCKING
2" MIN. (2) JOIST BAYS PSON DTT2Z (GALV.) TENSION TIE
/ 1
LEDGER BCDARD 12" MAX. OR EQUAL, FASTEN WITH 8-10d x 1.5"
NAILS, 2 LOCATIONS PER DECK
TYPICAL ELEVATION OF LEDGER BOARD Y" THREADED ROD
N.T.S.
TYPICAL TENSION TIE @ PORCH
NOTES: N.T.S.
1. 5.5" MIN. ROR 2X8 LEDGER BOARD (4.5" MIN. WITH LAG SCREWS) NOTES:
6.5" MIN. ROR 2X10 LEDGER BOARD
7.5" MIN. ROR 2X12 LEDGER BOARD 1. PROVIDE TENSION TIES AT A MINIMUM OF TWO (2) LOCATIONS ON EACH PORCH.
2, IF DECK k FLOOR JOISTS DO NOT ALIGN AND WHERE HOUSE JOISTS ARE PERPENDICULAR TO
DECK JOISTS, MODIFY INSTALLATION PER SIMPSONS TECHNICAL BULLETIN T-C-DECKLATI9.
PROVIDE ALL REQUIRED BLOCKING.
DECK RAILING SYSTEM EXISTING HOUSE
— SEE ORDER FORM
FOR DETAILS
54" X 6" AZEK
DECKING (TYP.)
(2) P.T. 2x8 BEAM
1 x 10 EXT. PVC
1st FINISHED FLOOR
— — — — — — —
SKIRT BOARD 2
I P.T. 2x8 JOISTS @ 16" O.C. �OF MEw�,
P.T. 6x6 POST o oAOMAs 0
w/ VINYL SLEEVE \ P.T. 2x8 LEDGER
_ �
FINISHED GRADE SEE DETAILS ABOVE m °
,o a80526 Q�
9°pEsslolo�
SIMPSON ABU66
POST BASE I I
N THESE PLANS HAVE BEEN EXTRACTED
y z FROM APPROVED BUILDING SYSTEMS FILE
WITH THE STATE.
12" DIA. CONCRETE �I
DECK PIER
2476 CUSTOM RANCH
TBB p"Ir OF
./i�P.Li�l P6'RA'BCT/ON
24" DIA. X 12" THK ZDIMENSION 'VARIES — SEE FOUNDATION DLAN ( floffESofP.a LZC.
CONCRETE DECK
7172'BOUTS 522
FOOTING (TYP.) v/DDLdBUBG,PA 178t2
PHOA''A' (570f 837-X333
J°e # 84560
* OPTIONAL FEATURE: QUOTE 18103
� 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT
1, THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE n 0000000
EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE
WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER FILE NAME'
NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN srA rE:
DECK CROSS SECTION A18103
OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER, OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO NY
NOTED ONTHE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY CxP❑SURE
(ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC N.T.S. CATEGORY: C
DESCRIPTION OF THE ALTERATION,
SNOW
ZOND 20 PSF
ZONE, 106 Vasd/137 Vult MP
WIND
LOADS 30 PSF
SCALE: 1/411= 11-011
PAGE k:
DECK
i
CONNECTICUT VALLEY HOMES
SCOTT ANDERSON
EAST OST MODEL HOMES
1S LYMEM POST ROAD
IrVALLEY
■ EAST LYME,CT 063331
� 8IXY16&6281
NNECTICUT RHODE�S DEsIDN
•N'D + lkf f1 HOMES weSTERLYP1028911
888 217-8252
FrESF PLANS HAVE BEEN EXTRACTED F_RO 7 APPRGVED 1 S
BUILDING EYSTEMS FILED WITH THE STATE. (DWP 11/13/232
NOTES,
CUSTOM HOME PLANS FOR 1., PERIMETER RAIL ATTACHED TO FISHERS ISLAND
SILL WITH 16d NAILS AT 6' 0,C.
2, PIER FOOTINGS BASED UPON 2000 RANCH #6
PSF ALLOWABLE SOIL BEARING
PRESSURE \ BUILDING LULATION,
3, CONCRETE COMPRESSIVE OFF EAST END ROAD
STRENGTH, 2500 PSI
4, M OR S TYPE MORTAR TO BE \�\ @ GATEWAY
USED � � FISHERSS ISLAND,NY 06390
5, MAX ANCHOR BOLT SPACING, 6'-0' SUFFOLK COUNTY
O.C. (4'-0' O.C. MAX IN AREAS WHERE
VELOCITY IS @ OR EXCEEDS 76'-1' , �0�� STAGE DATE DRAWN BY
100 M (+�' SDD PRELIM 3/14/24 SIDE)
6, WINDOWS OR VENTS (INSTALLED c {� �� FINAL 3/24/24 ACS
26'-2 1/2' 23'-8' 26'-2 1/2' �' � G
BY OTHERS) ARE REQUIRED TO
PROVIDE 1/150 OF FLOOR AREA AS c)
, STAMP SET 05/02/24 DJS
FREE VENTILATION AND SHALL BE C, J`
LOCATED AS CLOSE TO CORNERS AS C,� aS REV.FINAL 5/15/24 ACS
7. NOTES ON THIS PAGE TAKE
PRECEDENCE OVER NOTES ON TYPICAL r 1` M `, �O'Y APPROVAL 5/28/24 ACS
— — — ~ ` ' �a �� PREPROD#1 06114124 DJS
— — — — — — — PREPROD#2 10/18/24 DJS
FOUNDATION DWG, FD2 '1110 REV.FINAL 719/24_ ACS
8, FOUNDATION DRAWINGS ARE TO BE I � I � I,
USED AS A GUIDE ONLY, APEX HOMES
WILL NOT ACCEPT ANY LIABILITY OR o I I o
RESPONSIBILITY FOR INCORRECT ! I iu C REV.FINAL t0129124 ACS
FOUNDATIONS, v I :� � I Iv PRODUCTION 10/31/24 DJS
BKHD-REV-01 05/09/25 DJS
32'W x 14'H "' 32'W x 141H
CELLAR WINDOW CELLAR WINDOW �.r.r BULK'HEAD & STAIRS BY
NOTE FOR SET CREW, I BY OWNER, BY OWNER.v� / tll'-0' OWNER'S CONCRETE CONTACTOR
DO NOT USE THE PLATES THAT I I
COME WITH THE LALLY
COLUMNS, USE THE PLATES 1 I I I 3' 81/a'R / 9'T
PROVIDED BY C,V,H, WHEN
HOUSE IS DELIVERED, I I I J
BASEMENT PLAN i
ALL DESIGN NOTES AND DETAILS C �? ■..3068 DOOR
ARE SUGGESTIVE ONLY, STATE AND .I o I 6-
LOCAL CODES HAVE JURIS➢ICTION I 1 �' ( SHIPPED LOOSE BY i 1
v I w FACTORY AND <
ON DETERMINING MINIMUM CU I °� INSTALLED BY F ( )J
REQUIREMENTS. IT IS THE OWNER'S
( CVH
RESPONSIBILITY TO PROVIDE A I I I - ( BULKHEAD CONCRETE
SQUARE SQUARE FOUNDATION AND LEVEL
SILL. TOP OF SILL TO HE WITHIN
S5' OF LEVEL I I I �--,� I — — - — — — — —
(C P L)NDTEI I I TRENCH DRAIN @BOTTOM OF )
THIS SYMBOL DENOTES A COLUMN I — —J I Ley STAIRS BY OwN CONTRACTOR - S S LOLOPE SLAB TE )
LAB
LOCATION REQUIRED TO SUPPORT A 1 I I I ^' , FROM DOOR To DRAIN `)
CRITICAL POINT LOAD, THESE
COLUMNS MAY NOT BE RELOCATED
OR DELETED IN ANY MANNER,
In
THIS FOUNDATION PLAN IS FOR DIMENSIONS 32'W x 14'H I DD ( 32'W x 14'H
ONLY. FOUNDATION WALLS, FOOTINGS, CELLAR WINDOW CELLAR WINDOW
COLUMNS, PIERS, AND SLAB TO BE DESIGNED BY OWNER, 6'-0' 5'-10 5'-10' 6'-0 BY OWNER,
'
BY OTHERS TO MEET STATE AND/OR 4'-0� I (738 PLF) (738 PL ) (738 PLF) (738 PLF)
LOCAL CODES, MANUFACTURER ASSUMES NO I ---� F'----I F----1
RESPONSIBILITY FOR ERRORS IN THE
CONSTRUCTION OF THE FOUNDATION, ANY - - - — — — — — — — — — — — — — — — — I I I I I L - - - - - - - - - -
AND ALL DIMENSIONS ARE TO BE CHECKED
AND VERIFIED (AGAINST THE FLOOR PLAN I I I I I
'BUILDER COPY') BY BUILDER/DEALER PRIOR I --- L---J L--_J L — — — — — — — — — — — — — — _ — — — — _
TO FOUNDATION CONSTRUCTION, THE ql (738 PLF)
BUILDER/DEALER MUST CONTACT I uP
MANUFACTURER, WITH ANY DISCREPANCIES I I ' ■(4)7.20 SPF #2 SW GIRDER I 1
PRIOR TO THE START OF CONSTRUCTION,
1 6'-6�O�MAX. Tr0TA L LOAD ONLY
PROPOSEDMANUFACTURER WILL NOT ASSUME ANY I I LOCATION 1_
10' THK. x 20' CONCRETE
RESPONSIBILITY IF BUILDER/DEALER/OWNER I ELEC N I WALL FOOTING (TYP.)
EXCEEDS MAXIMUM SPACING OF SUPPORTS AS o 1 PANEL (6) 1 1/2'x9 1/4' L VL FLOOR GIRDER
SHOWN ON THIS DRAWING• 1 14'-0' D.C.I MAX, FLOOR LOAD ONLY
o
� 1
WINDOW CENTER LINE LOCATIONS FOR I 13'-2' O.C. MAX. TOTAL LOAD ONLY
~ ( I
RAISED RANCH AND/OR SPLIT-LEVEL � — — — — — — — - 10' THK• CONCRETE
I
MODELS TO BE OBTAINED FROM 'BUILDER I ,FOUNDATION WALL (TrP,)
COPY' DRAWINGS. I xxx LIFERFER GROUND ROD, 1/$1
SEE DETAIL ON DRWG, FD2 I 7'-3' 9„6 14'-0' 7'-10' 7'-10' 7'-11 1/2'
(680 PLF) (680 PLF) (854 PLF) (854 PLF) (854 PLF)
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(854 PLF) (854 PLF) (854 PLF) I (680 PLF) �TYP� COLUMN I O T,O MA O�
1 30' x 30' CONCRE E I * Q * 2
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4' CONCRETE SLAB w/ 6x6 WWF on I 1� 10 MIL VAPOR/SOIL GAS BARRIER over A
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32'W x 14'H I 32'W x 14'H
CELLAR WINDOW CELLAR WINDOW
L BY OWNER Y OWNER,
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — I
J I
1 I THESE PLANS HAVE BEEN EXTRACTED
oI FROM APPROVED BUILDING SYSTEMS FILE
M
/ N / WITH THE STATE.
I
1 i
7' X 7' P.T. POST
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---
12" DIA.CONCRETE ABGW 2476 CUSTOM RANCH
DECK PIER(TYP.) 7'-5'24" DIA.X If THK. If WIDE X 12' THICK -
CONCRETE PIER FIG(TYP.) CONCRETE PAD, / ��/�T v TAB PE4.Y OF
WIDTH OF STAIR .,O/L PE
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717X ROUTE 622
MJDOLBRURC, PA 17Bf.2
SEE SHEET END 2 JOB PAONB:(670)117-P988
" 84560
FOR FOUNDATION P ❑ UNDATI ❑ N PLAN xx
QUOTE 18103
SERIAL
REINFORCING TABLE 0000000
[CA
NAME, A18103
*** OPTIONAL FEATURE: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT TE, NY
IT IS A E NEW YORK STATE
1, THIS FACTORY MANUFACTURED HOME <FMH)PLAN HAS BEEN DERIVED FROM EDUCATION ILAW IF13R ANY 13N OF RPERSONTICLE 4UNLESS HACTt G UNDER THE SURE
WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER GORY, C
NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN
OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS W2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO , 20 PSF
NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE 7HE DRAWING WITH A NOTATION ' ALTERED HY ' FOLLOWED BY
(ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE HIS SIGNATURE, THE DATE A SUCH ALTERATION, AND A SPECIFIC WIND
, 106 Vasd/1 37 Vult MPDESCRIPTION OF THE ALTERATION, IND
, 30 PSF
LE, 1/4 U= 1'-011
PAG
Al .7
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